Document elcerrito_gov_doc_85a5e53412

Transportation Analysis Technical Appendix San Pablo Avenue Specific Plan/ Complete Streets EIR ---PAGE BREAK--- Appendix A Traffic Counts ---PAGE BREAK--- File Name : 1AM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound McDONALD AVE Westbound SAN PABLO AVE Northbound McDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 91 6 0 98 1 4 5 0 10 3 24 13 0 40 21 3 9 2 35 183 07:15 AM 9 100 1 1 111 0 3 1 2 6 1 29 13 0 43 30 2 13 1 46 206 07:30 AM 5 132 7 0 144 2 11 2 1 16 2 48 26 0 76 17 5 20 2 44 280 07:45 AM 9 154 4 1 168 9 12 3 1 25 5 51 18 0 74 40 5 10 1 56 323 Total 24 477 18 2 521 12 30 11 4 57 11 152 70 0 233 108 15 52 6 181 992 08:00 AM 12 140 4 2 158 5 19 6 1 31 6 63 27 2 98 35 19 20 2 76 363 08:15 AM 10 134 3 0 147 6 22 5 3 36 4 68 31 6 109 31 12 26 4 73 365 08:30 AM 17 167 4 2 190 5 10 11 1 27 5 64 39 2 110 38 5 32 3 78 405 08:45 AM 17 156 7 3 183 3 10 12 2 27 2 87 28 2 119 35 7 32 8 82 411 Total 56 597 18 7 678 19 61 34 7 121 17 282 125 12 436 139 43 110 17 309 1544 Grand Total 80 1074 36 9 1199 31 91 45 11 178 28 434 195 12 669 247 58 162 23 490 2536 % 6.7 89.6 3 0.8 17.4 51.1 25.3 6.2 4.2 64.9 29.1 1.8 50.4 11.8 33.1 4.7 Total % 3.2 42.4 1.4 0.4 47.3 1.2 3.6 1.8 0.4 7 1.1 17.1 7.7 0.5 26.4 9.7 2.3 6.4 0.9 19.3 SAN PABLO AVE Southbound McDONALD AVE Westbound SAN PABLO AVE Northbound McDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 12 140 4 2 158 5 19 6 1 31 6 63 27 2 98 35 19 20 2 76 363 08:15 AM 10 134 3 0 147 6 22 5 3 36 4 68 31 6 109 31 12 26 4 73 365 08:30 AM 17 167 4 2 190 5 10 11 1 27 5 64 39 2 110 38 5 32 3 78 405 08:45 AM 17 156 7 3 183 3 10 12 2 27 2 87 28 2 119 35 7 32 8 82 411 Total Volume 56 597 18 7 678 19 61 34 7 121 17 282 125 12 436 139 43 110 17 309 1544 % App. Total 8.3 88.1 2.7 1 15.7 50.4 28.1 5.8 3.9 64.7 28.7 2.8 45 13.9 35.6 5.5 PHF .824 .894 .643 .583 .892 .792 .693 .708 .583 .840 .708 .810 .801 .500 .916 .914 .566 .859 .531 .942 .939 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1AM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE McDONALD AVE McDONALD AVE SAN PABLO AVE Right 56 Thru 597 Left 18 Peds 7 In Out Total [PHONE REDACTED] Right 19 Thru 61 Left 34 Peds 7 Out Total In 78 121 199 Left 125 Thru 282 Right 17 Peds 12 Out Total In [PHONE REDACTED] Left 110 Thru 43 Right 139 Peds 17 Total Out In 242 309 551 Peak Hour Begins at 08:00 AM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1AM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound McDONALD AVE Westbound SAN PABLO AVE Northbound McDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 6 0 0 6 0 0 0 0 0 0 2 1 0 3 1 0 0 0 1 10 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 5 Total 1 10 0 0 11 0 1 0 0 1 0 5 1 0 6 2 1 0 0 3 21 08:00 AM 0 4 0 0 4 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 7 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 4 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 7 0 0 7 0 1 0 0 1 0 3 1 0 4 1 1 0 0 2 14 Grand Total 1 17 0 0 18 0 2 0 0 2 0 8 2 0 10 3 2 0 0 5 35 % 5.6 94.4 0 0 0 100 0 0 0 80 20 0 60 40 0 0 Total % 2.9 48.6 0 0 51.4 0 5.7 0 0 5.7 0 22.9 5.7 0 28.6 8.6 5.7 0 0 14.3 SAN PABLO AVE Southbound McDONALD AVE Westbound SAN PABLO AVE Northbound McDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 6 0 0 6 0 0 0 0 0 0 2 1 0 3 1 0 0 0 1 10 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 5 08:00 AM 0 4 0 0 4 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 7 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 4 Total Volume 0 14 0 0 14 0 1 0 0 1 0 5 2 0 7 2 2 0 0 4 26 % App. Total 0 100 0 0 0 100 0 0 0 71.4 28.6 0 50 50 0 0 PHF .000 .583 .000 .000 .583 .000 .250 .000 .000 .250 .000 .625 .500 .000 .583 .500 .500 .000 .000 .500 .650 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1AM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE McDONALD AVE McDONALD AVE SAN PABLO AVE Right 0 Thru 14 Left 0 Peds 0 In Out Total 5 14 19 Right 0 Thru 1 Left 0 Peds 0 Out Total In 2 1 3 Left 2 Thru 5 Right 0 Peds 0 Out Total In 16 7 23 Left 0 Thru 2 Right 2 Peds 0 Total Out In 3 4 7 Peak Hour Begins at 07:30 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1PM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound MACDONALD AVE Westbound SAN PABLO AVE Northbound MACDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 17 108 15 1 141 5 11 16 5 37 10 149 39 2 200 31 27 60 8 126 504 04:15 PM 12 82 15 6 115 4 13 9 8 34 10 133 58 5 206 38 27 72 7 144 499 04:30 PM 15 99 15 1 130 3 15 9 8 35 10 150 65 3 228 37 25 70 9 141 534 04:45 PM 14 103 20 9 146 11 28 19 5 63 10 171 57 8 246 42 53 49 7 151 606 Total 58 392 65 17 532 23 67 53 26 169 40 603 219 18 880 148 132 251 31 562 2143 05:00 PM 18 127 15 3 163 10 32 18 8 68 8 151 75 5 239 43 51 91 12 197 667 05:15 PM 32 110 17 1 160 7 36 19 6 68 18 198 79 2 297 31 42 82 5 160 685 05:30 PM 26 111 18 8 163 7 26 18 4 55 22 192 85 9 308 27 44 83 2 156 682 05:45 PM 21 83 20 5 129 7 44 28 1 80 16 168 77 2 263 22 71 73 12 178 650 Total 97 431 70 17 615 31 138 83 19 271 64 709 316 18 1107 123 208 329 31 691 2684 Grand Total 155 823 135 34 1147 54 205 136 45 [PHONE REDACTED] 535 36 1987 271 340 580 62 1253 4827 % 13.5 71.8 11.8 3 12.3 46.6 30.9 10.2 5.2 66 26.9 1.8 21.6 27.1 46.3 4.9 Total % 3.2 17 2.8 0.7 23.8 1.1 4.2 2.8 0.9 9.1 2.2 27.2 11.1 0.7 41.2 5.6 7 12 1.3 26 SAN PABLO AVE Southbound MACDONALD AVE Westbound SAN PABLO AVE Northbound MACDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 18 127 15 3 163 10 32 18 8 68 8 151 75 5 239 43 51 91 12 197 667 05:15 PM 32 110 17 1 160 7 36 19 6 68 18 198 79 2 297 31 42 82 5 160 685 05:30 PM 26 111 18 8 163 7 26 18 4 55 22 192 85 9 308 27 44 83 2 156 682 05:45 PM 21 83 20 5 129 7 44 28 1 80 16 168 77 2 263 22 71 73 12 178 650 Total Volume 97 431 70 17 615 31 138 83 19 271 64 709 316 18 1107 123 208 329 31 691 2684 % App. Total 15.8 70.1 11.4 2.8 11.4 50.9 30.6 7 5.8 64 28.5 1.6 17.8 30.1 47.6 4.5 PHF .758 .848 .875 .531 .943 .775 .784 .741 .594 .847 .727 .895 .929 .500 .899 .715 .732 .904 .646 .877 .980 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1PM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE MACDONALD AVE MACDONALD AVE SAN PABLO AVE Right 97 Thru 431 Left 70 Peds 17 In Out Total 1069 615 1684 Right 31 Thru 138 Left 83 Peds 19 Out Total In 342 271 613 Left 316 Thru 709 Right 64 Peds 18 Out Total In 637 1107 1744 Left 329 Thru 208 Right 123 Peds 31 Total Out In [PHONE REDACTED] Peak Hour Begins at 05:00 PM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1PM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound MACDONALD AVE Westbound SAN PABLO AVE Northbound MACDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 1 0 2 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 6 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4 04:30 PM 1 2 0 0 3 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 0 0 1 2 6 0 0 8 0 0 0 0 0 9 Total 1 3 1 0 5 0 3 0 0 3 2 11 3 0 16 0 0 0 0 0 24 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 2 0 0 0 2 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 6 05:45 PM 0 2 0 0 2 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 7 Total 2 2 0 0 4 3 0 0 0 3 0 8 0 0 8 0 2 0 0 2 17 Grand Total 3 5 1 0 9 3 3 0 0 6 2 19 3 0 24 0 2 0 0 2 41 % 33.3 55.6 11.1 0 50 50 0 0 8.3 79.2 12.5 0 0 100 0 0 Total % 7.3 12.2 2.4 0 22 7.3 7.3 0 0 14.6 4.9 46.3 7.3 0 58.5 0 4.9 0 0 4.9 SAN PABLO AVE Southbound MACDONALD AVE Westbound SAN PABLO AVE Northbound MACDONALD AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 1 1 0 2 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 6 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4 04:30 PM 1 2 0 0 3 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 0 0 1 2 6 0 0 8 0 0 0 0 0 9 Total Volume 1 3 1 0 5 0 3 0 0 3 2 11 3 0 16 0 0 0 0 0 24 % App. Total 20 60 20 0 0 100 0 0 12.5 68.8 18.8 0 0 0 0 0 PHF .250 .375 .250 .000 .417 .000 .750 .000 .000 .750 .250 .458 .750 .000 .500 .000 .000 .000 .000 .000 .667 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 1PM FINAL Site Code : 00000001 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE MACDONALD AVE MACDONALD AVE SAN PABLO AVE Right 1 Thru 3 Left 1 Peds 0 In Out Total 11 5 16 Right 0 Thru 3 Left 0 Peds 0 Out Total In 3 3 6 Left 3 Thru 11 Right 2 Peds 0 Out Total In 3 16 19 Left 0 Thru 0 Right 0 Peds 0 Total Out In 7 0 7 Peak Hour Begins at 04:00 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2AM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound HOME DEPOT DVWY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 16 106 2 0 124 0 0 1 3 4 0 28 12 0 40 4 0 11 4 19 187 07:15 AM 17 115 4 0 136 0 0 0 4 4 0 48 11 5 64 2 0 12 5 19 223 07:30 AM 11 142 2 1 156 0 1 0 4 5 1 50 20 0 71 7 0 15 4 26 258 07:45 AM 17 184 0 0 201 0 1 0 4 5 0 64 16 0 80 3 0 23 4 30 316 Total 61 547 8 1 617 0 2 1 15 18 1 190 59 5 255 16 0 61 17 94 984 08:00 AM 20 133 8 7 168 0 0 0 10 10 0 77 21 3 101 7 0 7 8 22 301 08:15 AM 23 153 2 0 178 0 0 1 4 5 2 101 22 1 126 3 0 20 1 24 333 08:30 AM 26 160 4 2 192 0 0 0 4 4 1 81 22 0 104 5 0 15 2 22 322 08:45 AM 24 164 1 2 191 0 0 1 8 9 2 91 31 0 124 3 0 22 8 33 357 Total 93 610 15 11 729 0 0 2 26 28 5 350 96 4 455 18 0 64 19 101 1313 Grand Total 154 1157 23 12 1346 0 2 3 41 46 6 540 155 9 710 34 0 125 36 195 2297 % 11.4 86 1.7 0.9 0 4.3 6.5 89.1 0.8 76.1 21.8 1.3 17.4 0 64.1 18.5 Total % 6.7 50.4 1 0.5 58.6 0 0.1 0.1 1.8 2 0.3 23.5 6.7 0.4 30.9 1.5 0 5.4 1.6 8.5 Vehicles 153 1155 23 12 1343 0 2 3 41 46 6 540 155 9 710 34 0 125 36 195 2294 % Vehicles 99.4 99.8 100 100 99.8 0 100 100 100 100 100 100 100 100 100 100 0 100 100 100 99.9 Motor Bikes 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 % Motor Bikes 0.6 0.2 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound HOME DEPOT DVWY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 20 133 8 7 168 0 0 0 10 10 0 77 21 3 101 7 0 7 8 22 301 08:15 AM 23 153 2 0 178 0 0 1 4 5 2 101 22 1 126 3 0 20 1 24 333 08:30 AM 26 160 4 2 192 0 0 0 4 4 1 81 22 0 104 5 0 15 2 22 322 08:45 AM 24 164 1 2 191 0 0 1 8 9 2 91 31 0 124 3 0 22 8 33 357 Total Volume 93 610 15 11 729 0 0 2 26 28 5 350 96 4 455 18 0 64 19 101 1313 % App. Total 12.8 83.7 2.1 1.5 0 0 7.1 92.9 1.1 76.9 21.1 0.9 17.8 0 63.4 18.8 PHF .894 .930 .469 .393 .949 .000 .000 .500 .650 .700 .625 .866 .774 .333 .903 .643 .000 .727 .594 .765 .919 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2AM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE HOME DEPOT DVWY CONLON AVE SAN PABLO AVE Right 93 Thru 610 Left 15 Peds 11 In Out Total [PHONE REDACTED] Right 0 Thru 0 Left 2 Peds 26 Out Total In 20 28 48 Left 96 Thru 350 Right 5 Peds 4 Out Total In [PHONE REDACTED] Left 64 Thru 0 Right 18 Peds 19 Total Out In 189 101 290 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2AM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound HOME DEPOT DVWY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 3 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 Total 0 9 0 0 9 0 0 1 0 1 0 5 0 0 5 0 0 0 0 0 15 08:00 AM 0 4 0 0 4 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 6 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 08:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 10 0 0 10 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 15 Grand Total 0 19 0 0 19 0 0 1 0 1 1 9 0 0 10 0 0 0 0 0 30 % 0 100 0 0 0 0 100 0 10 90 0 0 0 0 0 0 Total % 0 63.3 0 0 63.3 0 0 3.3 0 3.3 3.3 30 0 0 33.3 0 0 0 0 0 SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound HOME DEPOT DVWY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 08:00 AM 0 4 0 0 4 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 6 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 Total Volume 0 13 0 0 13 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 21 % App. Total 0 100 0 0 0 0 0 0 12.5 87.5 0 0 0 0 0 0 PHF .000 .650 .000 .000 .650 .000 .000 .000 .000 .000 .250 .875 .000 .000 1.00 .000 .000 .000 .000 .000 .750 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2AM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE HOME DEPOT DVWY CONLON AVE SAN PABLO AVE Right 0 Thru 13 Left 0 Peds 0 In Out Total 7 13 20 Right 0 Thru 0 Left 0 Peds 0 Out Total In 1 0 1 Left 0 Thru 7 Right 1 Peds 0 Out Total In 13 8 21 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2PM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound DRIVEWAY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 13 143 4 1 161 3 0 1 7 11 2 188 24 1 215 12 0 30 3 45 432 04:15 PM 19 125 3 0 147 2 0 2 8 12 0 183 19 1 203 10 0 24 6 40 402 04:30 PM 14 128 5 3 150 1 0 4 6 11 0 208 35 1 244 7 0 32 6 45 450 04:45 PM 10 162 6 0 178 1 0 4 8 13 0 181 20 1 202 8 0 34 5 47 440 Total 56 558 18 4 636 7 0 11 29 47 2 760 98 4 864 37 0 120 20 177 1724 05:00 PM 16 174 3 0 193 0 2 4 2 8 1 226 24 2 253 5 0 26 7 38 492 05:15 PM 13 124 3 0 140 1 0 2 7 10 1 233 28 1 263 5 0 44 10 59 472 05:30 PM 21 117 5 0 143 1 1 1 8 11 0 244 23 2 269 9 0 35 6 50 473 05:45 PM 9 107 10 0 126 1 1 1 3 6 2 218 23 1 244 3 0 24 4 31 407 Total 59 522 21 0 602 3 4 8 20 35 4 921 98 6 1029 22 0 129 27 178 1844 Grand Total 115 1080 39 4 1238 10 4 19 49 82 6 1681 196 10 1893 59 0 249 47 355 3568 % 9.3 87.2 3.2 0.3 12.2 4.9 23.2 59.8 0.3 88.8 10.4 0.5 16.6 0 70.1 13.2 Total % 3.2 30.3 1.1 0.1 34.7 0.3 0.1 0.5 1.4 2.3 0.2 47.1 5.5 0.3 53.1 1.7 0 7 1.3 9.9 Vehicles 115 1075 39 4 1233 10 4 19 49 82 6 1677 196 10 1889 59 0 248 47 354 3558 % Vehicles 100 99.5 100 100 99.6 100 100 100 100 100 100 99.8 100 100 99.8 100 0 99.6 100 99.7 99.7 Motor Bikes 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 10 % Motor Bikes 0 0.5 0 0 0.4 0 0 0 0 0 0 0.2 0 0 0.2 0 0 0.4 0 0.3 0.3 SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound DRIVEWAY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 10 162 6 0 178 1 0 4 8 13 0 181 20 1 202 8 0 34 5 47 440 05:00 PM 16 174 3 0 193 0 2 4 2 8 1 226 24 2 253 5 0 26 7 38 492 05:15 PM 13 124 3 0 140 1 0 2 7 10 1 233 28 1 263 5 0 44 10 59 472 05:30 PM 21 117 5 0 143 1 1 1 8 11 0 244 23 2 269 9 0 35 6 50 473 Total Volume 60 577 17 0 654 3 3 11 25 42 2 884 95 6 987 27 0 139 28 194 1877 % App. Total 9.2 88.2 2.6 0 7.1 7.1 26.2 59.5 0.2 89.6 9.6 0.6 13.9 0 71.6 14.4 PHF .714 .829 .708 .000 .847 .750 .375 .688 .781 .808 .500 .906 .848 .750 .917 .750 .000 .790 .700 .822 .954 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2PM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE DRIVEWAY CONLON AVE SAN PABLO AVE Right 60 Thru 577 Left 17 Peds 0 In Out Total 1026 654 1680 Right 3 Thru 3 Left 11 Peds 25 Out Total In 19 42 61 Left 95 Thru 884 Right 2 Peds 6 Out Total In [PHONE REDACTED] Left 139 Thru 0 Right 27 Peds 28 Total Out In 158 194 352 Peak Hour Begins at 04:45 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2PM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound DRIVEWAY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 2 0 0 2 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 4 05:15 PM 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 5 05:30 PM 0 2 0 0 2 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 6 05:45 PM 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 5 Total 0 4 0 0 4 0 0 0 0 0 4 12 0 0 16 0 0 0 0 0 20 Grand Total 0 6 0 0 6 0 0 0 0 0 4 22 0 0 26 0 0 0 0 0 32 % 0 100 0 0 0 0 0 0 15.4 84.6 0 0 0 0 0 0 Total % 0 18.8 0 0 18.8 0 0 0 0 0 12.5 68.8 0 0 81.2 0 0 0 0 0 SAN PABLO AVE Southbound CONLON AVE Westbound SAN PABLO AVE Northbound DRIVEWAY Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 4 05:15 PM 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 5 05:30 PM 0 2 0 0 2 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 6 05:45 PM 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 5 Total Volume 0 4 0 0 4 0 0 0 0 0 4 12 0 0 16 0 0 0 0 0 20 % App. Total 0 100 0 0 0 0 0 0 25 75 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .500 .750 .000 .000 1.00 .000 .000 .000 .000 .000 .833 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 2PM FINAL Site Code : 00000002 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE DRIVEWAY CONLON AVE SAN PABLO AVE Right 0 Thru 4 Left 0 Peds 0 In Out Total 12 4 16 Right 0 Thru 0 Left 0 Peds 0 Out Total In 4 0 4 Left 0 Thru 12 Right 4 Peds 0 Out Total In 4 16 20 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 05:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3AM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 5 100 18 0 123 4 1 6 6 17 55 48 5 2 110 1 1 1 4 7 257 07:15 AM 3 113 15 0 131 7 1 1 5 14 36 66 6 2 110 3 2 3 6 14 269 07:30 AM 8 153 18 0 179 11 2 4 4 21 19 81 6 1 107 3 1 1 3 8 315 07:45 AM 3 169 36 0 208 12 2 8 8 30 26 100 6 5 137 0 0 0 3 3 378 Total 19 535 87 0 641 34 6 19 23 82 136 295 23 10 464 7 4 5 16 32 1219 08:00 AM 8 146 28 0 182 11 4 5 9 29 18 115 4 6 143 5 0 3 12 20 374 08:15 AM 2 178 22 1 203 20 3 8 6 37 18 134 7 3 162 1 2 5 8 16 418 08:30 AM 4 176 17 0 197 22 1 11 13 47 25 118 10 4 157 6 1 1 9 17 418 08:45 AM 8 177 22 0 207 8 3 7 3 21 14 140 12 3 169 5 4 3 6 18 415 Total 22 677 89 1 789 61 11 31 31 134 75 507 33 16 631 17 7 12 35 71 1625 Grand Total 41 1212 176 1 1430 95 17 50 54 216 211 802 56 26 1095 24 11 17 51 103 2844 % 2.9 84.8 12.3 0.1 44 7.9 23.1 25 19.3 73.2 5.1 2.4 23.3 10.7 16.5 49.5 Total % 1.4 42.6 6.2 0 50.3 3.3 0.6 1.8 1.9 7.6 7.4 28.2 2 0.9 38.5 0.8 0.4 0.6 1.8 3.6 Vehicles 41 1209 176 1 1427 95 17 50 54 216 211 802 56 26 1095 24 11 17 51 103 2841 % Vehicles 100 99.8 100 100 99.8 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 99.9 Motor Bikes 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 % Motor Bikes 0 0.2 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 8 146 28 0 182 11 4 5 9 29 18 115 4 6 143 5 0 3 12 20 374 08:15 AM 2 178 22 1 203 20 3 8 6 37 18 134 7 3 162 1 2 5 8 16 418 08:30 AM 4 176 17 0 197 22 1 11 13 47 25 118 10 4 157 6 1 1 9 17 418 08:45 AM 8 177 22 0 207 8 3 7 3 21 14 140 12 3 169 5 4 3 6 18 415 Total Volume 22 677 89 1 789 61 11 31 31 134 75 507 33 16 631 17 7 12 35 71 1625 % App. Total 2.8 85.8 11.3 0.1 45.5 8.2 23.1 23.1 11.9 80.3 5.2 2.5 23.9 9.9 16.9 49.3 PHF .688 .951 .795 .250 .953 .693 .688 .705 .596 .713 .750 .905 .688 .667 .933 .708 .438 .600 .729 .888 .972 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3AM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE KNOTT AVE KNOTT AVE SAN PABLO AVE Right 22 Thru 677 Left 89 Peds 1 In Out Total [PHONE REDACTED] Right 61 Thru 11 Left 31 Peds 31 Out Total In 171 134 305 Left 33 Thru 507 Right 75 Peds 16 Out Total In [PHONE REDACTED] Left 12 Thru 7 Right 17 Peds 35 Total Out In 66 71 137 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3AM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 0 3 1 0 4 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 7 2 0 9 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 13 08:00 AM 0 2 1 0 3 2 0 0 0 2 0 2 0 0 2 0 1 0 0 1 8 08:15 AM 0 0 1 0 1 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 4 08:30 AM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 08:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 2 4 0 6 4 0 0 0 4 0 4 0 0 4 0 1 0 0 1 15 Grand Total 0 9 6 0 15 6 0 0 0 6 0 6 0 0 6 0 1 0 0 1 28 % 0 60 40 0 100 0 0 0 0 100 0 0 0 100 0 0 Total % 0 32.1 21.4 0 53.6 21.4 0 0 0 21.4 0 21.4 0 0 21.4 0 3.6 0 0 3.6 SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 1 0 4 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 08:00 AM 0 2 1 0 3 2 0 0 0 2 0 2 0 0 2 0 1 0 0 1 8 08:15 AM 0 0 1 0 1 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 4 Total Volume 0 6 3 0 9 5 0 0 0 5 0 5 0 0 5 0 1 0 0 1 20 % App. Total 0 66.7 33.3 0 100 0 0 0 0 100 0 0 0 100 0 0 PHF .000 .500 .750 .000 .563 .625 .000 .000 .000 .625 .000 .625 .000 .000 .625 .000 .250 .000 .000 .250 .625 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3AM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE KNOTT AVE KNOTT AVE SAN PABLO AVE Right 0 Thru 6 Left 3 Peds 0 In Out Total 10 9 19 Right 5 Thru 0 Left 0 Peds 0 Out Total In 4 5 9 Left 0 Thru 5 Right 0 Peds 0 Out Total In 6 5 11 Left 0 Thru 1 Right 0 Peds 0 Total Out In 0 1 1 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3PM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 160 21 0 181 12 1 3 9 25 32 203 10 2 247 5 2 2 0 9 462 04:15 PM 3 137 15 0 155 7 2 7 9 25 34 226 6 4 270 3 4 1 5 13 463 04:30 PM 2 156 21 0 179 13 1 8 7 29 28 224 11 2 265 4 5 2 5 16 489 04:45 PM 4 171 18 0 193 10 1 6 5 22 32 225 10 3 270 9 1 4 7 21 506 Total 9 624 75 0 708 42 5 24 30 101 126 878 37 11 1052 21 12 9 17 59 1920 05:00 PM 6 174 27 0 207 19 2 10 3 34 20 241 8 4 273 8 2 8 5 23 537 05:15 PM 5 147 13 0 165 22 2 6 3 33 37 248 7 3 295 12 6 2 6 26 519 05:30 PM 2 139 14 0 155 28 1 5 4 38 27 249 11 7 294 8 6 4 9 27 514 05:45 PM 1 134 14 0 149 19 2 4 7 32 33 237 9 4 283 6 0 6 1 13 477 Total 14 594 68 0 676 88 7 25 17 137 117 975 35 18 1145 34 14 20 21 89 2047 Grand Total 23 1218 143 0 1384 130 12 49 47 [PHONE REDACTED] 72 29 2197 55 26 29 38 148 3967 % 1.7 88 10.3 0 54.6 5 20.6 19.7 11.1 84.3 3.3 1.3 37.2 17.6 19.6 25.7 Total % 0.6 30.7 3.6 0 34.9 3.3 0.3 1.2 1.2 6 6.1 46.7 1.8 0.7 55.4 1.4 0.7 0.7 1 3.7 Vehicles 23 1214 143 0 1380 130 12 49 47 [PHONE REDACTED] 72 28 2191 55 26 29 38 148 3957 % Vehicles 100 99.7 100 0 99.7 100 100 100 100 100 99.6 99.8 100 96.6 99.7 100 100 100 100 100 99.7 Motor Bikes 0 4 0 0 4 0 0 0 0 0 1 4 0 1 6 0 0 0 0 0 10 % Motor Bikes 0 0.3 0 0 0.3 0 0 0 0 0 0.4 0.2 0 3.4 0.3 0 0 0 0 0 0.3 SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 4 171 18 0 193 10 1 6 5 22 32 225 10 3 270 9 1 4 7 21 506 05:00 PM 6 174 27 0 207 19 2 10 3 34 20 241 8 4 273 8 2 8 5 23 537 05:15 PM 5 147 13 0 165 22 2 6 3 33 37 248 7 3 295 12 6 2 6 26 519 05:30 PM 2 139 14 0 155 28 1 5 4 38 27 249 11 7 294 8 6 4 9 27 514 Total Volume 17 631 72 0 720 79 6 27 15 127 116 963 36 17 1132 37 15 18 27 97 2076 % App. Total 2.4 87.6 10 0 62.2 4.7 21.3 11.8 10.2 85.1 3.2 1.5 38.1 15.5 18.6 27.8 PHF .708 .907 .667 .000 .870 .705 .750 .675 .750 .836 .784 .967 .818 .607 .959 .771 .625 .563 .750 .898 .966 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3PM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE KNOTT AVE KNOTT AVE SAN PABLO AVE Right 17 Thru 631 Left 72 Peds 0 In Out Total 1060 720 1780 Right 79 Thru 6 Left 27 Peds 15 Out Total In 203 127 330 Left 36 Thru 963 Right 116 Peds 17 Out Total In 695 1132 1827 Left 18 Thru 15 Right 37 Peds 27 Total Out In 59 97 156 Peak Hour Begins at 04:45 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3PM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 5 04:15 PM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 0 2 1 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 Total 0 2 2 0 4 3 0 0 0 3 0 9 0 0 9 0 0 0 0 0 16 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 05:15 PM 0 0 1 0 1 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 3 05:30 PM 0 3 0 0 3 1 0 0 0 1 0 4 1 0 5 0 0 0 0 0 9 05:45 PM 0 1 0 0 1 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 4 Total 0 4 1 0 5 4 0 0 0 4 0 9 1 0 10 0 0 0 0 0 19 Grand Total 0 6 3 0 9 7 0 0 0 7 0 18 1 0 19 0 0 0 0 0 35 % 0 66.7 33.3 0 100 0 0 0 0 94.7 5.3 0 0 0 0 0 Total % 0 17.1 8.6 0 25.7 20 0 0 0 20 0 51.4 2.9 0 54.3 0 0 0 0 0 SAN PABLO AVE Southbound KNOTT AVE Westbound SAN PABLO AVE Northbound KNOTT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 2 1 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 05:15 PM 0 0 1 0 1 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 3 05:30 PM 0 3 0 0 3 1 0 0 0 1 0 4 1 0 5 0 0 0 0 0 9 Total Volume 0 5 2 0 7 2 0 0 0 2 0 11 1 0 12 0 0 0 0 0 21 % App. Total 0 71.4 28.6 0 100 0 0 0 0 91.7 8.3 0 0 0 0 0 PHF .000 .417 .500 .000 .583 .500 .000 .000 .000 .500 .000 .688 .250 .000 .600 .000 .000 .000 .000 .000 .583 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 3PM FINAL Site Code : 00000003 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE KNOTT AVE KNOTT AVE SAN PABLO AVE Right 0 Thru 5 Left 2 Peds 0 In Out Total 13 7 20 Right 2 Thru 0 Left 0 Peds 0 Out Total In 2 2 4 Left 1 Thru 11 Right 0 Peds 0 Out Total In 5 12 17 Left 0 Thru 0 Right 0 Peds 0 Total Out In 1 0 1 Peak Hour Begins at 04:45 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 9 90 0 1 100 9 43 17 2 71 0 50 39 0 89 159 0 52 4 215 475 07:15 AM 25 82 0 7 114 15 42 32 7 96 0 46 67 1 114 220 0 50 4 274 598 07:30 AM 26 137 0 8 171 15 39 34 3 91 0 63 66 0 129 228 0 34 4 266 657 07:45 AM 29 138 0 10 177 11 46 35 3 95 0 82 84 0 166 252 0 43 7 302 740 Total 89 447 0 26 562 50 170 118 15 353 0 241 256 1 498 859 0 179 19 1057 2470 08:00 AM 37 135 0 14 186 18 58 29 6 111 0 88 86 0 174 212 0 40 12 264 735 08:15 AM 39 146 0 11 196 17 58 35 16 126 0 103 102 0 205 220 0 40 1 261 788 08:30 AM 41 146 0 7 194 14 55 34 2 105 0 98 111 1 210 180 0 39 3 222 731 08:45 AM 40 143 0 10 193 16 32 27 0 75 0 103 75 0 178 160 0 49 9 218 664 Total 157 570 0 42 769 65 203 125 24 417 0 392 374 1 767 772 0 168 25 965 2918 Grand Total 246 1017 0 68 1331 115 373 243 39 770 0 633 630 2 1265 1631 0 347 44 2022 5388 % 18.5 76.4 0 5.1 14.9 48.4 31.6 5.1 0 50 49.8 0.2 80.7 0 17.2 2.2 Total % 4.6 18.9 0 1.3 24.7 2.1 6.9 4.5 0.7 14.3 0 11.7 11.7 0 23.5 30.3 0 6.4 0.8 37.5 Vehicles 243 1013 0 68 1324 86 350 209 39 684 0 615 625 2 1242 1628 0 338 44 2010 5260 % Vehicles 98.8 99.6 0 100 99.5 74.8 93.8 86 100 88.8 0 97.2 99.2 100 98.2 99.8 0 97.4 100 99.4 97.6 Buses 3 4 0 0 7 29 23 34 0 86 0 18 5 0 23 3 0 9 0 12 128 % Buses 1.2 0.4 0 0 0.5 25.2 6.2 14 0 11.2 0 2.8 0.8 0 1.8 0.2 0 2.6 0 0.6 2.4 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 29 138 0 10 177 11 46 35 3 95 0 82 84 0 166 252 0 43 7 302 740 08:00 AM 37 135 0 14 186 18 58 29 6 111 0 88 86 0 174 212 0 40 12 264 735 08:15 AM 39 146 0 11 196 17 58 35 16 126 0 103 102 0 205 220 0 40 1 261 788 08:30 AM 41 146 0 7 194 14 55 34 2 105 0 98 111 1 210 180 0 39 3 222 731 Total Volume 146 565 0 42 753 60 217 133 27 437 0 371 383 1 755 864 0 162 23 1049 2994 % App. Total 19.4 75 0 5.6 13.7 49.7 30.4 6.2 0 49.1 50.7 0.1 82.4 0 15.4 2.2 PHF .890 .967 .000 .750 .960 .833 .935 .950 .422 .867 .000 .900 .863 .250 .899 .857 .000 .942 .479 .868 .950 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 146 Thru 565 Left 0 Peds 42 In Out Total [PHONE REDACTED] Right 60 Thru 217 Left 133 Peds 27 Out Total In 0 437 437 Left 383 Thru 371 Right 0 Peds 1 Out Total In 1562 755 2317 Left 162 Thru 0 Right 864 Peds 23 Total Out In 746 1049 1795 Peak Hour Begins at 07:45 AM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 4 07:30 AM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 07:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 3 Total 0 7 0 0 7 1 1 0 0 2 0 1 0 0 1 2 0 1 0 3 13 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 0 1 0 0 1 5 Grand Total 0 9 0 0 9 2 1 0 0 3 0 2 0 0 2 2 1 1 0 4 18 % 0 100 0 0 66.7 33.3 0 0 0 100 0 0 50 25 25 0 Total % 0 50 0 0 50 11.1 5.6 0 0 16.7 0 11.1 0 0 11.1 11.1 5.6 5.6 0 22.2 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 4 07:30 AM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5 07:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 3 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 9 0 0 9 0 1 0 0 1 0 1 0 0 1 2 0 1 0 3 14 % App. Total 0 100 0 0 0 100 0 0 0 100 0 0 66.7 0 33.3 0 PHF .000 .563 .000 .000 .563 .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .250 .000 .250 .000 .375 .700 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 0 Thru 9 Left 0 Peds 0 In Out Total 2 9 11 Right 0 Thru 1 Left 0 Peds 0 Out Total In 0 1 1 Left 0 Thru 1 Right 0 Peds 0 Out Total In 11 1 12 Left 1 Thru 0 Right 2 Peds 0 Total Out In 1 3 4 Peak Hour Begins at 07:15 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 3 3 4 0 10 0 3 0 0 3 0 0 0 0 0 13 07:15 AM 1 1 0 0 2 3 4 5 0 12 0 2 0 0 2 1 0 1 0 2 18 07:30 AM 0 1 0 0 1 4 3 4 0 11 0 2 1 0 3 0 0 1 0 1 16 07:45 AM 0 0 0 0 0 4 3 3 0 10 0 2 0 0 2 1 0 1 0 2 14 Total 1 2 0 0 3 14 13 16 0 43 0 9 1 0 10 2 0 3 0 5 61 08:00 AM 1 1 0 0 2 3 2 3 0 8 0 2 1 0 3 0 0 0 0 0 13 08:15 AM 0 0 0 0 0 5 4 5 0 14 0 3 2 0 5 0 0 2 0 2 21 08:30 AM 1 0 0 0 1 3 2 6 0 11 0 2 0 0 2 1 0 1 0 2 16 08:45 AM 0 1 0 0 1 4 2 4 0 10 0 2 1 0 3 0 0 3 0 3 17 Total 2 2 0 0 4 15 10 18 0 43 0 9 4 0 13 1 0 6 0 7 67 Grand Total 3 4 0 0 7 29 23 34 0 86 0 18 5 0 23 3 0 9 0 12 128 % 42.9 57.1 0 0 33.7 26.7 39.5 0 0 78.3 21.7 0 25 0 75 0 Total % 2.3 3.1 0 0 5.5 22.7 18 26.6 0 67.2 0 14.1 3.9 0 18 2.3 0 7 0 9.4 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 1 1 0 0 2 3 2 3 0 8 0 2 1 0 3 0 0 0 0 0 13 08:15 AM 0 0 0 0 0 5 4 5 0 14 0 3 2 0 5 0 0 2 0 2 21 08:30 AM 1 0 0 0 1 3 2 6 0 11 0 2 0 0 2 1 0 1 0 2 16 08:45 AM 0 1 0 0 1 4 2 4 0 10 0 2 1 0 3 0 0 3 0 3 17 Total Volume 2 2 0 0 4 15 10 18 0 43 0 9 4 0 13 1 0 6 0 7 67 % App. Total 50 50 0 0 34.9 23.3 41.9 0 0 69.2 30.8 0 14.3 0 85.7 0 PHF .500 .500 .000 .000 .500 .750 .625 .750 .000 .768 .000 .750 .500 .000 .650 .250 .000 .500 .000 .583 .798 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4AM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 2 Thru 2 Left 0 Peds 0 In Out Total 30 4 34 Right 15 Thru 10 Left 18 Peds 0 Out Total In 0 43 43 Left 4 Thru 9 Right 0 Peds 0 Out Total In 21 13 34 Left 6 Thru 0 Right 1 Peds 0 Total Out In 16 7 23 Peak Hour Begins at 08:00 AM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 23 132 0 11 166 17 76 16 2 111 0 185 82 0 267 104 0 42 1 147 691 04:15 PM 33 127 0 7 167 14 76 22 7 119 0 225 83 3 311 122 0 48 3 173 770 04:30 PM 33 137 0 7 177 18 79 21 5 123 0 195 104 1 300 130 0 45 1 176 776 04:45 PM 44 150 0 5 199 22 73 23 3 121 0 201 85 0 286 126 0 43 2 171 777 Total 133 546 0 30 709 71 304 82 17 474 0 806 354 4 1164 482 0 178 7 667 3014 05:00 PM 54 131 0 8 193 26 93 24 0 143 0 205 106 0 311 157 0 47 0 204 851 05:15 PM 45 121 0 7 173 14 107 24 4 149 0 234 95 0 329 134 0 45 0 179 830 05:30 PM 42 108 0 6 156 22 77 27 7 133 0 230 111 1 342 139 0 48 6 193 824 05:45 PM 33 96 0 10 139 16 88 20 3 127 0 218 99 0 317 113 0 57 5 175 758 Total 174 456 0 31 661 78 365 95 14 552 0 887 411 1 1299 543 0 197 11 751 3263 Grand Total 307 1002 0 61 1370 149 669 177 31 1026 0 1693 765 5 2463 1025 0 375 18 1418 6277 % 22.4 73.1 0 4.5 14.5 65.2 17.3 3 0 68.7 31.1 0.2 72.3 0 26.4 1.3 Total % 4.9 16 0 1 21.8 2.4 10.7 2.8 0.5 16.3 0 27 12.2 0.1 39.2 16.3 0 6 0.3 22.6 Vehicles 302 986 0 61 1349 119 644 151 31 945 0 1676 752 5 2433 1019 0 365 18 1402 6129 % Vehicles 98.4 98.4 0 100 98.5 79.9 96.3 85.3 100 92.1 0 99 98.3 100 98.8 99.4 0 97.3 100 98.9 97.6 Buses 5 16 0 0 21 30 25 26 0 81 0 17 13 0 30 6 0 10 0 16 148 % Buses 1.6 1.6 0 0 1.5 20.1 3.7 14.7 0 7.9 0 1 1.7 0 1.2 0.6 0 2.7 0 1.1 2.4 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 44 150 0 5 199 22 73 23 3 121 0 201 85 0 286 126 0 43 2 171 777 05:00 PM 54 131 0 8 193 26 93 24 0 143 0 205 106 0 311 157 0 47 0 204 851 05:15 PM 45 121 0 7 173 14 107 24 4 149 0 234 95 0 329 134 0 45 0 179 830 05:30 PM 42 108 0 6 156 22 77 27 7 133 0 230 111 1 342 139 0 48 6 193 824 Total Volume 185 510 0 26 721 84 350 98 14 546 0 870 397 1 1268 556 0 183 8 747 3282 % App. Total 25.7 70.7 0 3.6 15.4 64.1 17.9 2.6 0 68.6 31.3 0.1 74.4 0 24.5 1.1 PHF .856 .850 .000 .813 .906 .808 .818 .907 .500 .916 .000 .929 .894 .250 .927 .885 .000 .953 .333 .915 .964 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 185 Thru 510 Left 0 Peds 26 In Out Total 1137 721 1858 Right 84 Thru 350 Left 98 Peds 14 Out Total In 0 546 546 Left 397 Thru 870 Right 0 Peds 1 Out Total In 1164 1268 2432 Left 183 Thru 0 Right 556 Peds 8 Total Out In [PHONE REDACTED] Peak Hour Begins at 04:45 PM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 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 1 0 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 4 04:45 PM 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 4 Total 0 1 0 0 1 0 0 2 0 2 0 6 0 0 6 0 0 0 0 0 9 05:00 PM 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 0 0 1 0 1 5 05:15 PM 0 0 0 0 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 1 1 0 2 0 5 0 0 5 0 0 0 0 0 7 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 2 1 0 3 0 7 1 0 8 0 0 1 0 1 12 Grand Total 0 1 0 0 1 0 2 3 0 5 0 13 1 0 14 0 0 1 0 1 21 % 0 100 0 0 0 40 60 0 0 92.9 7.1 0 0 0 100 0 Total % 0 4.8 0 0 4.8 0 9.5 14.3 0 23.8 0 61.9 4.8 0 66.7 0 0 4.8 0 4.8 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 4 05:00 PM 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 0 0 1 0 1 5 05:15 PM 0 0 0 0 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 1 1 0 2 0 5 0 0 5 0 0 0 0 0 7 Total Volume 0 1 0 0 1 0 2 2 0 4 0 9 1 0 10 0 0 1 0 1 16 % App. Total 0 100 0 0 0 50 50 0 0 90 10 0 0 0 100 0 PHF .000 .250 .000 .000 .250 .000 .500 .500 .000 .500 .000 .450 .250 .000 .500 .000 .000 .250 .000 .250 .571 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 0 Thru 1 Left 0 Peds 0 In Out Total 10 1 11 Right 0 Thru 2 Left 2 Peds 0 Out Total In 0 4 4 Left 1 Thru 9 Right 0 Peds 0 Out Total In 3 10 13 Left 1 Thru 0 Right 0 Peds 0 Total Out In 3 1 4 Peak Hour Begins at 04:45 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 2 0 0 3 3 3 3 0 9 0 2 2 0 4 1 0 2 0 3 19 04:15 PM 0 2 0 0 2 2 2 5 0 9 0 2 2 0 4 0 0 1 0 1 16 04:30 PM 1 1 0 0 2 4 3 2 0 9 0 3 1 0 4 1 0 2 0 3 18 04:45 PM 0 2 0 0 2 6 5 4 0 15 0 2 1 0 3 0 0 1 0 1 21 Total 2 7 0 0 9 15 13 14 0 42 0 9 6 0 15 2 0 6 0 8 74 05:00 PM 1 3 0 0 4 3 3 2 0 8 0 3 2 0 5 1 0 0 0 1 18 05:15 PM 0 2 0 0 2 4 2 3 0 9 0 2 3 0 5 2 0 1 0 3 19 05:30 PM 2 1 0 0 3 5 3 5 0 13 0 1 1 0 2 0 0 2 0 2 20 05:45 PM 0 3 0 0 3 3 4 2 0 9 0 2 1 0 3 1 0 1 0 2 17 Total 3 9 0 0 12 15 12 12 0 39 0 8 7 0 15 4 0 4 0 8 74 Grand Total 5 16 0 0 21 30 25 26 0 81 0 17 13 0 30 6 0 10 0 16 148 % 23.8 76.2 0 0 37 30.9 32.1 0 0 56.7 43.3 0 37.5 0 62.5 0 Total % 3.4 10.8 0 0 14.2 20.3 16.9 17.6 0 54.7 0 11.5 8.8 0 20.3 4.1 0 6.8 0 10.8 SAN PABLO AVE Southbound CUTTING BLVD Westbound SAN PABLO AVE Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 2 0 0 2 6 5 4 0 15 0 2 1 0 3 0 0 1 0 1 21 05:00 PM 1 3 0 0 4 3 3 2 0 8 0 3 2 0 5 1 0 0 0 1 18 05:15 PM 0 2 0 0 2 4 2 3 0 9 0 2 3 0 5 2 0 1 0 3 19 05:30 PM 2 1 0 0 3 5 3 5 0 13 0 1 1 0 2 0 0 2 0 2 20 Total Volume 3 8 0 0 11 18 13 14 0 45 0 8 7 0 15 3 0 4 0 7 78 % App. Total 27.3 72.7 0 0 40 28.9 31.1 0 0 53.3 46.7 0 42.9 0 57.1 0 PHF .375 .667 .000 .000 .688 .750 .650 .700 .000 .750 .000 .667 .583 .000 .750 .375 .000 .500 .000 .583 .929 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 4PM FINAL Site Code : 00000004 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CUTTING BLVD CUTTING BLVD SAN PABLO AVE Right 3 Thru 8 Left 0 Peds 0 In Out Total 30 11 41 Right 18 Thru 13 Left 14 Peds 0 Out Total In 0 45 45 Left 7 Thru 8 Right 0 Peds 0 Out Total In 25 15 40 Left 4 Thru 0 Right 3 Peds 0 Total Out In 23 7 30 Peak Hour Begins at 04:45 PM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 07:00 AM 1 125 61 69 0 256 5 3 13 2 3 26 33 36 2 2 2 75 8 40 58 2 5 113 0 5 10 8 2 25 495 07:15 AM 3 123 124 71 0 321 21 6 13 7 1 48 30 44 11 3 3 91 10 56 55 4 6 131 17 9 24 2 1 53 644 07:30 AM 0 127 192 64 0 383 14 2 7 11 3 37 29 71 3 5 19 127 13 45 57 10 8 133 0 5 35 4 0 44 724 07:45 AM 0 135 235 70 0 440 19 1 21 9 14 64 34 84 6 5 12 141 11 51 54 2 8 126 11 8 24 3 0 46 817 Total 4 510 612 274 0 1400 59 12 54 29 21 175 126 235 22 15 36 434 42 192 224 18 27 503 28 27 93 17 3 168 2680 08:00 AM 0 138 194 56 0 388 30 2 8 14 8 62 35 108 10 2 17 172 13 42 44 2 5 106 1 3 22 5 2 33 761 08:15 AM 3 127 194 64 0 388 22 2 21 13 10 68 36 127 6 3 14 186 19 74 44 4 2 143 4 5 11 6 2 28 813 08:30 AM 2 111 168 58 0 339 24 4 11 17 2 58 31 153 8 4 9 205 10 48 45 2 10 115 4 4 17 5 2 32 749 08:45 AM 1 84 180 53 0 318 20 1 4 14 9 48 29 124 12 3 12 180 12 54 47 8 2 123 12 3 10 2 1 28 697 Total 6 460 736 231 0 1433 96 9 44 58 29 236 131 512 36 12 52 743 54 218 180 16 19 487 21 15 60 18 7 121 3020 Grand Total 10 970 1348 505 0 2833 155 21 98 87 50 411 257 747 58 27 88 1177 96 410 404 34 46 990 49 42 153 35 10 289 5700 % 0.4 34.2 47.6 17.8 0 37.7 5.1 23.8 21.2 12.2 21.8 63.5 4.9 2.3 7.5 9.7 41.4 40.8 3.4 4.6 17 14.5 52.9 12.1 3.5 Total % 0.2 17 23.6 8.9 0 49.7 2.7 0.4 1.7 1.5 0.9 7.2 4.5 13.1 1 0.5 1.5 20.6 1.7 7.2 7.1 0.6 0.8 17.4 0.9 0.7 2.7 0.6 0.2 5.1 Vehicles 10 961 1341 482 0 2794 146 21 96 82 50 395 231 744 58 25 88 1146 96 407 381 34 46 964 49 42 153 35 10 289 5588 % Vehicles 100 99.1 99.5 95.4 0 98.6 94.2 100 98 94.3 100 96.1 89.9 99.6 100 92.6 100 97.4 100 99.3 94.3 100 100 97.4 100 100 100 100 100 100 98 Buses 0 9 7 23 0 39 9 0 2 5 0 16 26 3 0 2 0 31 0 3 23 0 0 26 0 0 0 0 0 0 112 % Buses 0 0.9 0.5 4.6 0 1.4 5.8 0 2 5.7 0 3.9 10.1 0.4 0 7.4 0 2.6 0 0.7 5.7 0 0 2.6 0 0 0 0 0 0 2 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 135 235 70 0 440 19 1 21 9 14 64 34 84 6 5 12 141 11 51 54 2 8 126 11 8 24 3 0 46 817 08:00 AM 0 138 194 56 0 388 30 2 8 14 8 62 35 108 10 2 17 172 13 42 44 2 5 106 1 3 22 5 2 33 761 08:15 AM 3 127 194 64 0 388 22 2 21 13 10 68 36 127 6 3 14 186 19 74 44 4 2 143 4 5 11 6 2 28 813 08:30 AM 2 111 168 58 0 339 24 4 11 17 2 58 31 153 8 4 9 205 10 48 45 2 10 115 4 4 17 5 2 32 749 Total Volume 5 511 791 248 0 1555 95 9 61 53 34 252 136 472 30 14 52 704 53 215 187 10 25 490 20 20 74 19 6 139 3140 % App. Total 0.3 32.9 50.9 15.9 0 37.7 3.6 24.2 21 13.5 19.3 67 4.3 2 7.4 10.8 43.9 38.2 2 5.1 14.4 14.4 53.2 13.7 4.3 PHF .417 .926 .841 .886 .000 .884 .792 .563 .726 .779 .607 .926 .944 .771 .750 .700 .765 .859 .697 .726 .866 .625 .625 .857 .455 .625 .771 .792 .750 .755 .961 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 5 Bear Right 511 Thru 791 Left 248 Peds 0 In Out Total 773 1555 2328 Right 95 Thru 9 Bear Left 61 Left 53 Peds 34 Out Total In 673 252 925 Hard Left 14 Left 30 Thru 472 Right 136 Peds 52 Out Total In [PHONE REDACTED] Hard Left 10 Bear Left 187 Bear Right 215 Hard Right 53 Peds 25 Out 606 In 490 Total 1096 Left 19 Thru 74 Right 20 Hard Right 20 Peds 6 Total Out In 54 139 193 Peak Hour Begins at 07:45 AM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 4 0 0 4 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6 07:30 AM 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 6 0 0 6 0 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 9 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Grand Total 0 0 7 0 0 7 0 1 0 1 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 11 % 0 0 100 0 0 0 50 0 50 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 63.6 0 0 63.6 0 9.1 0 9.1 0 18.2 0 9.1 0 0 0 9.1 0 0 0 0 0 0 0 0 9.1 0 0 9.1 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds 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 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 4 0 0 4 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 6 07:30 AM 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 6 0 0 6 0 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 9 % App. Total 0 0 100 0 0 0 50 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .375 .000 .000 .375 .000 .250 .000 .250 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .375 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 0 Bear Right 0 Thru 6 Left 0 Peds 0 In Out Total 0 6 6 Right 0 Thru 1 Bear Left 0 Left 1 Peds 0 Out Total In 1 2 3 Hard Left 0 Left 0 Thru 0 Right 0 Peds 0 Out Total In 7 0 7 Hard Left 0 Bear Left 0 Bear Right 0 Hard Right 0 Peds 0 Out 0 In 0 Total 0 Left 0 Thru 1 Right 0 Hard Right 0 Peds 0 Total Out In 1 1 2 Peak Hour Begins at 07:00 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 4 0 5 2 0 0 0 0 2 3 0 0 0 0 3 0 0 4 0 0 4 0 0 0 0 0 0 14 07:15 AM 0 2 0 2 0 4 2 0 0 0 0 2 3 1 0 0 0 4 0 1 2 0 0 3 0 0 0 0 0 0 13 07:30 AM 0 0 1 3 0 4 0 0 0 1 0 1 2 0 0 1 0 3 0 0 3 0 0 3 0 0 0 0 0 0 11 07:45 AM 0 1 2 2 0 5 1 0 2 1 0 4 3 0 0 0 0 3 0 0 4 0 0 4 0 0 0 0 0 0 16 Total 0 4 3 11 0 18 5 0 2 2 0 9 11 1 0 1 0 13 0 1 13 0 0 14 0 0 0 0 0 0 54 08:00 AM 0 1 1 3 0 5 0 0 0 0 0 0 5 1 0 0 0 6 0 0 2 0 0 2 0 0 0 0 0 0 13 08:15 AM 0 1 2 3 0 6 2 0 0 2 0 4 4 0 0 0 0 4 0 1 3 0 0 4 0 0 0 0 0 0 18 08:30 AM 0 1 0 4 0 5 1 0 0 0 0 1 3 0 0 1 0 4 0 0 2 0 0 2 0 0 0 0 0 0 12 08:45 AM 0 2 1 2 0 5 1 0 0 1 0 2 3 1 0 0 0 4 0 1 3 0 0 4 0 0 0 0 0 0 15 Total 0 5 4 12 0 21 4 0 0 3 0 7 15 2 0 1 0 18 0 2 10 0 0 12 0 0 0 0 0 0 58 Grand Total 0 9 7 23 0 39 9 0 2 5 0 16 26 3 0 2 0 31 0 3 23 0 0 26 0 0 0 0 0 0 112 % 0 23.1 17.9 59 0 56.2 0 12.5 31.2 0 83.9 9.7 0 6.5 0 0 11.5 88.5 0 0 0 0 0 0 0 Total % 0 8 6.2 20.5 0 34.8 8 0 1.8 4.5 0 14.3 23.2 2.7 0 1.8 0 27.7 0 2.7 20.5 0 0 23.2 0 0 0 0 0 0 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 1 2 2 0 5 1 0 2 1 0 4 3 0 0 0 0 3 0 0 4 0 0 4 0 0 0 0 0 0 16 08:00 AM 0 1 1 3 0 5 0 0 0 0 0 0 5 1 0 0 0 6 0 0 2 0 0 2 0 0 0 0 0 0 13 08:15 AM 0 1 2 3 0 6 2 0 0 2 0 4 4 0 0 0 0 4 0 1 3 0 0 4 0 0 0 0 0 0 18 08:30 AM 0 1 0 4 0 5 1 0 0 0 0 1 3 0 0 1 0 4 0 0 2 0 0 2 0 0 0 0 0 0 12 Total Volume 0 4 5 12 0 21 4 0 2 3 0 9 15 1 0 1 0 17 0 1 11 0 0 12 0 0 0 0 0 0 59 % App. Total 0 19 23.8 57.1 0 44.4 0 22.2 33.3 0 88.2 5.9 0 5.9 0 0 8.3 91.7 0 0 0 0 0 0 0 PHF .000 1.00 .625 .750 .000 .875 .500 .000 .250 .375 .000 .563 .750 .250 .000 .250 .000 .708 .000 .250 .688 .000 .000 .750 .000 .000 .000 .000 .000 .000 .819 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5AM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 0 Bear Right 4 Thru 5 Left 12 Peds 0 In Out Total 16 21 37 Right 4 Thru 0 Bear Left 2 Left 3 Peds 0 Out Total In 28 9 37 Hard Left 1 Left 0 Thru 1 Right 15 Peds 0 Out Total In 8 17 25 Hard Left 0 Bear Left 11 Bear Right 1 Hard Right 0 Peds 0 Out 7 In 12 Total 19 Left 0 Thru 0 Right 0 Hard Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:45 AM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 04:00 PM 4 46 140 90 0 280 28 2 11 5 7 53 25 173 30 10 14 252 4 15 72 6 8 105 3 13 3 1 2 22 712 04:15 PM 2 38 147 99 0 286 25 4 11 9 22 71 17 192 28 13 22 272 7 17 78 2 9 113 5 9 14 7 3 38 780 04:30 PM 1 53 149 96 0 299 27 6 17 12 6 68 36 168 33 15 12 264 4 23 74 1 19 121 0 17 4 10 4 35 787 04:45 PM 3 36 138 112 0 289 37 6 8 9 11 71 25 156 30 22 36 269 3 27 71 1 11 113 2 7 15 5 2 31 773 Total 10 173 574 397 0 1154 117 18 47 35 46 263 103 689 121 60 84 1057 18 82 295 10 47 452 10 46 36 23 11 126 3052 05:00 PM 6 45 155 117 0 323 41 9 12 16 13 91 23 166 28 20 8 245 4 27 88 2 8 129 1 5 9 8 2 25 813 05:15 PM 1 52 144 100 0 297 55 7 17 18 10 107 30 177 27 26 17 277 5 30 78 9 7 129 0 4 5 3 3 15 825 05:30 PM 0 43 140 106 0 289 79 12 11 27 7 136 31 188 42 26 15 302 3 28 72 3 4 110 5 3 16 8 4 36 873 05:45 PM 1 34 117 85 0 237 58 11 11 14 4 98 51 166 31 24 13 285 3 29 69 3 4 108 10 6 20 4 1 41 769 Total 8 174 556 408 0 1146 233 39 51 75 34 432 135 697 128 96 53 1109 15 114 307 17 23 476 16 18 50 23 10 117 3280 Grand Total 18 347 1130 805 0 2300 350 57 98 110 80 [PHONE REDACTED] 249 [PHONE REDACTED] 33 196 602 27 70 928 26 64 86 46 21 243 6332 % 0.8 15.1 49.1 35 0 50.4 8.2 14.1 15.8 11.5 11 64 11.5 7.2 6.3 3.6 21.1 64.9 2.9 7.5 10.7 26.3 35.4 18.9 8.6 Total % 0.3 5.5 17.8 12.7 0 36.3 5.5 0.9 1.5 1.7 1.3 11 3.8 21.9 3.9 2.5 2.2 34.2 0.5 3.1 9.5 0.4 1.1 14.7 0.4 1 1.4 0.7 0.3 3.8 Vehicles 18 343 1113 781 0 2255 343 57 86 106 80 [PHONE REDACTED] 249 [PHONE REDACTED] 33 173 602 27 70 905 26 64 86 46 21 243 6208 % Vehicles 100 98.8 98.5 97 0 98 98 100 87.8 96.4 100 96.7 89.1 99.7 100 98.1 100 98.5 100 88.3 100 100 100 97.5 100 100 100 100 100 100 98 Buses 0 4 17 24 0 45 7 0 12 4 0 23 26 4 0 3 0 33 0 23 0 0 0 23 0 0 0 0 0 0 124 % Buses 0 1.2 1.5 3 0 2 2 0 12.2 3.6 0 3.3 10.9 0.3 0 1.9 0 1.5 0 11.7 0 0 0 2.5 0 0 0 0 0 0 2 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds 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 3 36 138 112 0 289 37 6 8 9 11 71 25 156 30 22 36 269 3 27 71 1 11 113 2 7 15 5 2 31 773 05:00 PM 6 45 155 117 0 323 41 9 12 16 13 91 23 166 28 20 8 245 4 27 88 2 8 129 1 5 9 8 2 25 813 05:15 PM 1 52 144 100 0 297 55 7 17 18 10 107 30 177 27 26 17 277 5 30 78 9 7 129 0 4 5 3 3 15 825 05:30 PM 0 43 140 106 0 289 79 12 11 27 7 136 31 188 42 26 15 302 3 28 72 3 4 110 5 3 16 8 4 36 873 Total Volume 10 176 577 435 0 1198 212 34 48 70 41 405 109 687 127 94 76 1093 15 112 309 15 30 481 8 19 45 24 11 107 3284 % App. Total 0.8 14.7 48.2 36.3 0 52.3 8.4 11.9 17.3 10.1 10 62.9 11.6 8.6 7 3.1 23.3 64.2 3.1 6.2 7.5 17.8 42.1 22.4 10.3 PHF .417 .846 .931 .929 .000 .927 .671 .708 .706 .648 .788 .744 .879 .914 .756 .904 .528 .905 .750 .933 .878 .417 .682 .932 .400 .679 .703 .750 .688 .743 .940 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 10 Bear Right 176 Thru 577 Left 435 Peds 0 In Out Total 1232 1198 2430 Right 212 Thru 34 Bear Left 48 Left 70 Peds 41 Out Total In [PHONE REDACTED] Hard Left 94 Left 127 Thru 687 Right 109 Peds 76 Out Total In 681 1093 1774 Hard Left 15 Bear Left 309 Bear Right 112 Hard Right 15 Peds 30 Out 326 In 481 Total 807 Left 24 Thru 45 Right 19 Hard Right 8 Peds 11 Total Out In 186 107 293 Peak Hour Begins at 04:45 PM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 1 0 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 2 0 0 2 0 1 0 0 0 1 3 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 7 05:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 05:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 05:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 2 0 0 2 0 1 0 0 0 1 0 4 0 0 0 4 0 0 0 0 0 0 0 0 2 0 0 2 9 Grand Total 0 0 4 0 0 4 0 2 0 0 0 2 3 5 0 0 0 8 0 0 0 0 0 0 0 0 2 0 0 2 16 % 0 0 100 0 0 0 100 0 0 0 37.5 62.5 0 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 25 0 0 25 0 12.5 0 0 0 12.5 18.8 31.2 0 0 0 50 0 0 0 0 0 0 0 0 12.5 0 0 12.5 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds 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 1 0 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 05:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 Total Volume 0 0 3 0 0 3 0 2 0 0 0 2 2 4 0 0 0 6 0 0 0 0 0 0 0 0 1 0 0 1 12 % App. Total 0 0 100 0 0 0 100 0 0 0 33.3 66.7 0 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .750 .000 .000 .750 .000 .500 .000 .000 .000 .500 .250 .500 .000 .000 .000 .750 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 1.00 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 0 Bear Right 0 Thru 3 Left 0 Peds 0 In Out Total 4 3 7 Right 0 Thru 2 Bear Left 0 Left 0 Peds 0 Out Total In 3 2 5 Hard Left 0 Left 0 Thru 4 Right 2 Peds 0 Out Total In 3 6 9 Hard Left 0 Bear Left 0 Bear Right 0 Hard Right 0 Peds 0 Out 0 In 0 Total 0 Left 0 Thru 1 Right 0 Hard Right 0 Peds 0 Total Out In 2 1 3 Peak Hour Begins at 04:30 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 2 3 0 6 1 0 0 0 0 1 4 1 0 0 0 5 0 2 0 0 0 2 0 0 0 0 0 0 14 04:15 PM 0 0 3 2 0 5 1 0 1 0 0 2 2 0 0 1 0 3 0 3 0 0 0 3 0 0 0 0 0 0 13 04:30 PM 0 1 2 4 0 7 0 0 2 2 0 4 3 0 0 0 0 3 0 5 0 0 0 5 0 0 0 0 0 0 19 04:45 PM 0 0 2 2 0 4 2 0 1 0 0 3 5 1 0 0 0 6 0 3 0 0 0 3 0 0 0 0 0 0 16 Total 0 2 9 11 0 22 4 0 4 2 0 10 14 2 0 1 0 17 0 13 0 0 0 13 0 0 0 0 0 0 62 05:00 PM 0 0 1 2 0 3 0 0 2 0 0 2 2 1 0 1 0 4 0 2 0 0 0 2 0 0 0 0 0 0 11 05:15 PM 0 1 2 5 0 8 2 0 2 1 0 5 3 0 0 0 0 3 0 3 0 0 0 3 0 0 0 0 0 0 19 05:30 PM 0 0 3 4 0 7 1 0 3 1 0 5 4 0 0 1 0 5 0 2 0 0 0 2 0 0 0 0 0 0 19 05:45 PM 0 1 2 2 0 5 0 0 1 0 0 1 3 1 0 0 0 4 0 3 0 0 0 3 0 0 0 0 0 0 13 Total 0 2 8 13 0 23 3 0 8 2 0 13 12 2 0 2 0 16 0 10 0 0 0 10 0 0 0 0 0 0 62 Grand Total 0 4 17 24 0 45 7 0 12 4 0 23 26 4 0 3 0 33 0 23 0 0 0 23 0 0 0 0 0 0 124 % 0 8.9 37.8 53.3 0 30.4 0 52.2 17.4 0 78.8 12.1 0 9.1 0 0 100 0 0 0 0 0 0 0 0 Total % 0 3.2 13.7 19.4 0 36.3 5.6 0 9.7 3.2 0 18.5 21 3.2 0 2.4 0 26.6 0 18.5 0 0 0 18.5 0 0 0 0 0 0 SAN PABLO AVE Southbound HILL ST Westbound SAN PABLO AVE Northbound EASTSHORE BLVD Northeastbound PEERLESS AVE Eastbound Start Time Right Bear Right Thru Left Peds App. Total Right Thru Bear Left Left Peds App. Total Right Thru Left Hard Left Peds App. Total Hard Right Bear Right Bear Left Hard Left Peds App. Total Hard Right Right Thru Left Peds 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 1 2 4 0 7 0 0 2 2 0 4 3 0 0 0 0 3 0 5 0 0 0 5 0 0 0 0 0 0 19 04:45 PM 0 0 2 2 0 4 2 0 1 0 0 3 5 1 0 0 0 6 0 3 0 0 0 3 0 0 0 0 0 0 16 05:00 PM 0 0 1 2 0 3 0 0 2 0 0 2 2 1 0 1 0 4 0 2 0 0 0 2 0 0 0 0 0 0 11 05:15 PM 0 1 2 5 0 8 2 0 2 1 0 5 3 0 0 0 0 3 0 3 0 0 0 3 0 0 0 0 0 0 19 Total Volume 0 2 7 13 0 22 4 0 7 3 0 14 13 2 0 1 0 16 0 13 0 0 0 13 0 0 0 0 0 0 65 % App. Total 0 9.1 31.8 59.1 0 28.6 0 50 21.4 0 81.2 12.5 0 6.2 0 0 100 0 0 0 0 0 0 0 0 PHF .000 .500 .875 .650 .000 .688 .500 .000 .875 .375 .000 .700 .650 .500 .000 .250 .000 .667 .000 .650 .000 .000 .000 .650 .000 .000 .000 .000 .000 .000 .855 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 5PM FINAL Site Code : 00000005 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE PEERLESS AVE HILL ST EASTSHORE BLVD SAN PABLO AVE Right 0 Bear Right 2 Thru 7 Left 13 Peds 0 In Out Total 6 22 28 Right 4 Thru 0 Bear Left 7 Left 3 Peds 0 Out Total In 39 14 53 Hard Left 1 Left 0 Thru 2 Right 13 Peds 0 Out Total In 10 16 26 Hard Left 0 Bear Left 0 Bear Right 13 Hard Right 0 Peds 0 Out 10 In 13 Total 23 Left 0 Thru 0 Right 0 Hard Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:30 PM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6AM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 65 0 0 65 4 0 0 0 4 3 39 0 0 42 0 0 0 0 0 111 07:15 AM 0 141 0 2 143 9 0 0 0 9 6 54 0 2 62 0 0 0 0 0 214 07:30 AM 0 203 0 0 203 6 0 0 1 7 8 77 0 1 86 0 0 0 0 0 296 07:45 AM 0 256 0 1 257 12 0 0 0 12 10 113 0 5 128 0 0 0 0 0 397 Total 0 665 0 3 668 31 0 0 1 32 27 283 0 8 318 0 0 0 0 0 1018 08:00 AM 0 210 0 1 211 8 0 0 1 9 10 125 0 8 143 0 0 0 0 0 363 08:15 AM 0 211 0 0 211 7 0 0 0 7 12 156 0 0 168 0 0 0 0 0 386 08:30 AM 0 191 0 1 192 6 0 0 0 6 21 166 0 6 193 0 0 0 0 0 391 08:45 AM 0 216 0 1 217 10 0 0 0 10 20 134 0 5 159 0 0 0 0 0 386 Total 0 828 0 3 831 31 0 0 1 32 63 581 0 19 663 0 0 0 0 0 1526 Grand Total 0 1493 0 6 1499 62 0 0 2 64 90 864 0 27 981 0 0 0 0 0 2544 % 0 99.6 0 0.4 96.9 0 0 3.1 9.2 88.1 0 2.8 0 0 0 0 Total % 0 58.7 0 0.2 58.9 2.4 0 0 0.1 2.5 3.5 34 0 1.1 38.6 0 0 0 0 0 SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 256 0 1 257 12 0 0 0 12 10 113 0 5 128 0 0 0 0 0 397 08:00 AM 0 210 0 1 211 8 0 0 1 9 10 125 0 8 143 0 0 0 0 0 363 08:15 AM 0 211 0 0 211 7 0 0 0 7 12 156 0 0 168 0 0 0 0 0 386 08:30 AM 0 191 0 1 192 6 0 0 0 6 21 166 0 6 193 0 0 0 0 0 391 Total Volume 0 868 0 3 871 33 0 0 1 34 53 560 0 19 632 0 0 0 0 0 1537 % App. Total 0 99.7 0 0.3 97.1 0 0 2.9 8.4 88.6 0 3 0 0 0 0 PHF .000 .848 .000 .750 .847 .688 .000 .000 .250 .708 .631 .843 .000 .594 .819 .000 .000 .000 .000 .000 .968 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6AM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE SAFEWAY DRIVEWAY SAN PABLO AVE Right 0 Thru 868 Left 0 Peds 3 In Out Total [PHONE REDACTED] Right 33 Thru 0 Left 0 Peds 1 Out Total In 53 34 87 Left 0 Thru 560 Right 53 Peds 19 Out Total In [PHONE REDACTED] Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:45 AM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6AM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 10 0 0 10 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 11 08:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 0 13 0 0 13 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 14 % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 92.9 0 0 92.9 0 0 0 0 0 0 7.1 0 0 7.1 0 0 0 0 0 SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 07:00 AM 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 10 0 0 10 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 11 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .458 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6AM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE SAFEWAY DRIVEWAY SAN PABLO AVE Right 0 Thru 10 Left 0 Peds 0 In Out Total 1 10 11 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 0 Thru 1 Right 0 Peds 0 Out Total In 10 1 11 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:00 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6PM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 154 0 0 154 9 0 2 21 32 20 229 0 0 249 0 0 0 0 0 435 04:15 PM 0 163 0 0 163 9 0 0 15 24 23 224 0 0 247 0 0 0 0 0 434 04:30 PM 0 166 0 0 166 9 0 0 6 15 48 211 0 0 259 0 0 0 0 0 440 04:45 PM 0 150 2 1 153 11 0 1 8 20 21 226 0 0 247 0 0 0 0 0 420 Total 0 633 2 1 636 38 0 3 50 91 112 890 0 0 1002 0 0 0 0 0 1729 05:00 PM 0 187 2 0 189 12 0 0 3 15 31 235 0 0 266 0 0 0 0 0 470 05:15 PM 0 149 0 0 149 21 0 0 6 27 16 253 0 0 269 0 0 0 0 0 445 05:30 PM 0 152 0 0 152 18 0 0 4 22 31 251 0 0 282 0 0 0 0 0 456 05:45 PM 0 151 0 0 151 18 0 0 4 22 34 208 0 0 242 0 0 0 0 0 415 Total 0 639 2 0 641 69 0 0 17 86 112 947 0 0 1059 0 0 0 0 0 1786 Grand Total 0 1272 4 1 1277 107 0 3 67 [PHONE REDACTED] 0 0 2061 0 0 0 0 0 3515 % 0 99.6 0.3 0.1 60.5 0 1.7 37.9 10.9 89.1 0 0 0 0 0 0 Total % 0 36.2 0.1 0 36.3 3 0 0.1 1.9 5 6.4 52.3 0 0 58.6 0 0 0 0 0 SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 150 2 1 153 11 0 1 8 20 21 226 0 0 247 0 0 0 0 0 420 05:00 PM 0 187 2 0 189 12 0 0 3 15 31 235 0 0 266 0 0 0 0 0 470 05:15 PM 0 149 0 0 149 21 0 0 6 27 16 253 0 0 269 0 0 0 0 0 445 05:30 PM 0 152 0 0 152 18 0 0 4 22 31 251 0 0 282 0 0 0 0 0 456 Total Volume 0 638 4 1 643 62 0 1 21 84 99 965 0 0 1064 0 0 0 0 0 1791 % App. Total 0 99.2 0.6 0.2 73.8 0 1.2 25 9.3 90.7 0 0 0 0 0 0 PHF .000 .853 .500 .250 .851 .738 .000 .250 .656 .778 .798 .954 .000 .000 .943 .000 .000 .000 .000 .000 .953 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6PM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE SAFEWAY DRIVEWAY SAN PABLO AVE Right 0 Thru 638 Left 4 Peds 1 In Out Total 1027 643 1670 Right 62 Thru 0 Left 1 Peds 21 Out Total In 103 84 187 Left 0 Thru 965 Right 99 Peds 0 Out Total In 639 1064 1703 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:45 PM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6PM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 Total 0 4 0 0 4 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 15 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 05:15 PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 05:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4 Total 0 6 0 0 6 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 17 Grand Total 0 10 0 0 10 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 32 % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 31.2 0 0 31.2 0 0 0 0 0 0 68.8 0 0 68.8 0 0 0 0 0 SAN PABLO AVE Southbound SAFEWAY DRIVEWAY Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 05:15 PM 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 Total Volume 0 5 0 0 5 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 19 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .625 .000 .000 .625 .000 .000 .000 .000 .000 .000 .700 .000 .000 .700 .000 .000 .000 .000 .000 .679 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 6PM FINAL Site Code : 00000006 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE SAFEWAY DRIVEWAY SAN PABLO AVE Right 0 Thru 5 Left 0 Peds 0 In Out Total 14 5 19 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 0 Thru 14 Right 0 Peds 0 Out Total In 5 14 19 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:30 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7AM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 82 0 0 82 1 0 0 4 5 0 35 0 0 35 0 0 0 0 0 122 07:15 AM 0 139 0 0 139 4 0 0 4 8 0 56 0 0 56 0 0 0 0 0 203 07:30 AM 0 201 0 0 201 10 0 0 7 17 1 79 0 0 80 0 0 0 0 0 298 07:45 AM 0 242 0 0 242 19 0 0 16 35 1 105 0 0 106 0 0 0 0 0 383 Total 0 664 0 0 664 34 0 0 31 65 2 275 0 0 277 0 0 0 0 0 1006 08:00 AM 0 214 0 0 214 14 0 0 11 25 4 129 0 0 133 0 0 0 0 0 372 08:15 AM 0 225 0 0 225 10 0 0 7 17 3 176 0 0 179 0 0 0 0 0 421 08:30 AM 0 190 0 0 190 11 0 0 17 28 5 182 0 0 187 0 0 0 0 0 405 08:45 AM 0 211 0 0 211 13 0 0 17 30 3 138 0 0 141 0 0 0 0 0 382 Total 0 840 0 0 840 48 0 0 52 100 15 625 0 0 640 0 0 0 0 0 1580 Grand Total 0 1504 0 0 1504 82 0 0 83 165 17 900 0 0 917 0 0 0 0 0 2586 % 0 100 0 0 49.7 0 0 50.3 1.9 98.1 0 0 0 0 0 0 Total % 0 58.2 0 0 58.2 3.2 0 0 3.2 6.4 0.7 34.8 0 0 35.5 0 0 0 0 0 SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 242 0 0 242 19 0 0 16 35 1 105 0 0 106 0 0 0 0 0 383 08:00 AM 0 214 0 0 214 14 0 0 11 25 4 129 0 0 133 0 0 0 0 0 372 08:15 AM 0 225 0 0 225 10 0 0 7 17 3 176 0 0 179 0 0 0 0 0 421 08:30 AM 0 190 0 0 190 11 0 0 17 28 5 182 0 0 187 0 0 0 0 0 405 Total Volume 0 871 0 0 871 54 0 0 51 105 13 592 0 0 605 0 0 0 0 0 1581 % App. Total 0 100 0 0 51.4 0 0 48.6 2.1 97.9 0 0 0 0 0 0 PHF .000 .900 .000 .000 .900 .711 .000 .000 .750 .750 .650 .813 .000 .000 .809 .000 .000 .000 .000 .000 .939 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7AM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BLAKE ST SAN PABLO AVE Right 0 Thru 871 Left 0 Peds 0 In Out Total [PHONE REDACTED] Right 54 Thru 0 Left 0 Peds 51 Out Total In 13 105 118 Left 0 Thru 592 Right 13 Peds 0 Out Total In [PHONE REDACTED] Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:45 AM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7AM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 7 0 0 7 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 9 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 08:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 9 Grand Total 0 13 0 0 13 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 18 % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 72.2 0 0 72.2 0 0 0 0 0 0 27.8 0 0 27.8 0 0 0 0 0 SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 Total Volume 0 10 0 0 10 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 13 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .000 .000 .000 .000 .000 .542 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7AM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BLAKE ST SAN PABLO AVE Right 0 Thru 10 Left 0 Peds 0 In Out Total 3 10 13 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 0 Thru 3 Right 0 Peds 0 Out Total In 10 3 13 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:30 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7PM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 165 0 0 165 11 0 0 19 30 2 236 0 0 238 0 0 0 0 0 433 04:15 PM 0 138 0 0 138 10 0 0 11 21 1 253 0 0 254 0 0 0 0 0 413 04:30 PM 0 155 0 0 155 14 0 0 10 24 3 239 0 0 242 0 0 0 0 0 421 04:45 PM 0 166 0 0 166 11 0 0 9 20 3 228 0 0 231 0 0 0 0 0 417 Total 0 624 0 0 624 46 0 0 49 95 9 956 0 0 965 0 0 0 0 0 1684 05:00 PM 0 176 0 0 176 15 0 0 5 20 3 266 0 0 269 0 0 0 0 0 465 05:15 PM 0 139 0 0 139 20 0 0 6 26 9 243 0 0 252 0 0 0 0 0 417 05:30 PM 0 160 0 0 160 32 0 0 3 35 7 238 0 0 245 0 0 0 0 0 440 05:45 PM 0 153 0 0 153 23 0 0 0 23 16 205 0 0 221 0 0 0 0 0 397 Total 0 628 0 0 628 90 0 0 14 104 35 952 0 0 987 0 0 0 0 0 1719 Grand Total 0 1252 0 0 1252 136 0 0 63 199 44 1908 0 0 1952 0 0 0 0 0 3403 % 0 100 0 0 68.3 0 0 31.7 2.3 97.7 0 0 0 0 0 0 Total % 0 36.8 0 0 36.8 4 0 0 1.9 5.8 1.3 56.1 0 0 57.4 0 0 0 0 0 SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 166 0 0 166 11 0 0 9 20 3 228 0 0 231 0 0 0 0 0 417 05:00 PM 0 176 0 0 176 15 0 0 5 20 3 266 0 0 269 0 0 0 0 0 465 05:15 PM 0 139 0 0 139 20 0 0 6 26 9 243 0 0 252 0 0 0 0 0 417 05:30 PM 0 160 0 0 160 32 0 0 3 35 7 238 0 0 245 0 0 0 0 0 440 Total Volume 0 641 0 0 641 78 0 0 23 101 22 975 0 0 997 0 0 0 0 0 1739 % App. Total 0 100 0 0 77.2 0 0 22.8 2.2 97.8 0 0 0 0 0 0 PHF .000 .911 .000 .000 .911 .609 .000 .000 .639 .721 .611 .916 .000 .000 .927 .000 .000 .000 .000 .000 .935 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7PM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BLAKE ST SAN PABLO AVE Right 0 Thru 641 Left 0 Peds 0 In Out Total 1053 641 1694 Right 78 Thru 0 Left 0 Peds 23 Out Total In 22 101 123 Left 0 Thru 975 Right 22 Peds 0 Out Total In [PHONE REDACTED] Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:45 PM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7PM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 6 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 4 0 0 4 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 16 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 05:30 PM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 Total 0 4 0 0 4 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 18 Grand Total 0 8 0 0 8 0 0 0 0 0 0 26 0 0 26 0 0 0 0 0 34 % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 23.5 0 0 23.5 0 0 0 0 0 0 76.5 0 0 76.5 0 0 0 0 0 SAN PABLO AVE Southbound BLAKE ST Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 Total Volume 0 3 0 0 3 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 18 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .750 .000 .000 .750 .000 .000 .000 .000 .000 .000 .625 .000 .000 .625 .000 .000 .000 .000 .000 .750 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 7PM FINAL Site Code : 00000007 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BLAKE ST SAN PABLO AVE Right 0 Thru 3 Left 0 Peds 0 In Out Total 15 3 18 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 0 Thru 15 Right 0 Peds 0 Out Total In 3 15 18 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:30 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8AM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound POTRERO AVE Westbound SAN PABLO AVE Northbound POTRERO AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 7 77 9 4 97 9 39 4 2 54 0 29 2 0 31 17 13 10 1 41 223 07:15 AM 4 119 9 6 138 11 46 8 1 66 1 37 8 2 48 19 12 5 6 42 294 07:30 AM 4 164 20 10 198 8 55 11 4 78 2 53 11 4 70 44 25 8 6 83 429 07:45 AM 12 203 24 8 247 21 49 11 8 89 6 71 21 3 101 51 40 7 4 102 539 Total 27 563 62 28 680 49 189 34 15 287 9 190 42 9 250 131 90 30 17 268 1485 08:00 AM 5 205 16 7 233 20 65 19 6 110 7 90 42 2 141 64 45 6 1 116 600 08:15 AM 3 183 30 9 225 13 93 22 3 131 5 110 29 0 144 38 40 15 3 96 596 08:30 AM 8 167 19 6 200 16 77 17 7 117 3 100 28 7 138 25 30 22 1 78 533 08:45 AM 2 186 18 5 211 15 51 29 10 105 6 105 11 1 123 26 34 18 5 83 522 Total 18 741 83 27 869 64 286 87 26 463 21 405 110 10 546 153 149 61 10 373 2251 Grand Total 45 1304 145 55 1549 113 475 121 41 750 30 595 152 19 796 284 239 91 27 641 3736 % 2.9 84.2 9.4 3.6 15.1 63.3 16.1 5.5 3.8 74.7 19.1 2.4 44.3 37.3 14.2 4.2 Total % 1.2 34.9 3.9 1.5 41.5 3 12.7 3.2 1.1 20.1 0.8 15.9 4.1 0.5 21.3 7.6 6.4 2.4 0.7 17.2 SAN PABLO AVE Southbound POTRERO AVE Westbound SAN PABLO AVE Northbound POTRERO AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 12 203 24 8 247 21 49 11 8 89 6 71 21 3 101 51 40 7 4 102 539 08:00 AM 5 205 16 7 233 20 65 19 6 110 7 90 42 2 141 64 45 6 1 116 600 08:15 AM 3 183 30 9 225 13 93 22 3 131 5 110 29 0 144 38 40 15 3 96 596 08:30 AM 8 167 19 6 200 16 77 17 7 117 3 100 28 7 138 25 30 22 1 78 533 Total Volume 28 758 89 30 905 70 284 69 24 447 21 371 120 12 524 178 155 50 9 392 2268 % App. Total 3.1 83.8 9.8 3.3 15.7 63.5 15.4 5.4 4 70.8 22.9 2.3 45.4 39.5 12.8 2.3 PHF .583 .924 .742 .833 .916 .833 .763 .784 .750 .853 .750 .843 .714 .429 .910 .695 .861 .568 .563 .845 .945 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8AM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE POTRERO AVE POTRERO AVE SAN PABLO AVE Right 28 Thru 758 Left 89 Peds 30 In Out Total [PHONE REDACTED] Right 70 Thru 284 Left 69 Peds 24 Out Total In 265 447 712 Left 120 Thru 371 Right 21 Peds 12 Out Total In 1005 524 1529 Left 50 Thru 155 Right 178 Peds 9 Total Out In 432 392 824 Peak Hour Begins at 07:45 AM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8AM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound POTRERO AVE Westbound SAN PABLO AVE Northbound POTRERO AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 7 07:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 3 Total 0 8 0 0 8 0 1 0 0 1 0 1 0 0 1 2 1 0 0 3 13 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 Total 0 3 0 0 3 0 1 0 0 1 0 1 0 0 1 1 1 0 0 2 7 Grand Total 0 11 0 0 11 0 2 0 0 2 0 2 0 0 2 3 2 0 0 5 20 % 0 100 0 0 0 100 0 0 0 100 0 0 60 40 0 0 Total % 0 55 0 0 55 0 10 0 0 10 0 10 0 0 10 15 10 0 0 25 SAN PABLO AVE Southbound POTRERO AVE Westbound SAN PABLO AVE Northbound POTRERO AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 7 07:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 3 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 Total Volume 0 10 0 0 10 0 2 0 0 2 0 1 0 0 1 2 0 0 0 2 15 % App. Total 0 100 0 0 0 100 0 0 0 100 0 0 100 0 0 0 PHF .000 .500 .000 .000 .500 .000 .500 .000 .000 .500 .000 .250 .000 .000 .250 .500 .000 .000 .000 .500 .536 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8AM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE POTRERO AVE POTRERO AVE SAN PABLO AVE Right 0 Thru 10 Left 0 Peds 0 In Out Total 1 10 11 Right 0 Thru 2 Left 0 Peds 0 Out Total In 0 2 2 Left 0 Thru 1 Right 0 Peds 0 Out Total In 12 1 13 Left 0 Thru 0 Right 2 Peds 0 Total Out In 2 2 4 Peak Hour Begins at 07:15 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8PM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles SAN PABLO AVE Southbound POTRERO RD Westbound SAN PABLO AVE Northbound POTRERO RD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 112 30 3 151 10 33 13 10 66 15 194 35 5 249 33 34 17 3 87 553 04:15 PM 4 126 21 1 152 15 37 22 8 82 10 229 26 3 268 27 35 21 8 91 593 04:30 PM 12 142 9 9 172 17 36 15 8 76 16 205 24 1 246 31 47 31 4 113 607 04:45 PM 9 148 24 9 190 12 52 13 4 81 12 203 35 1 251 24 47 21 9 101 623 Total 31 528 84 22 665 54 158 63 30 305 53 831 120 10 1014 115 163 90 24 392 2376 05:00 PM 9 127 23 3 162 12 38 22 16 88 19 229 45 5 298 26 48 26 3 103 651 05:15 PM 6 138 27 1 172 7 42 19 6 74 11 229 36 4 280 20 38 30 3 91 617 05:30 PM 9 106 22 8 145 9 30 17 8 64 11 200 30 3 244 20 43 22 7 92 545 05:45 PM 7 121 13 8 149 17 40 15 3 75 11 181 45 3 240 25 37 33 11 106 570 Total 31 492 85 20 628 45 150 73 33 301 52 839 156 15 1062 91 166 111 24 392 2383 Grand Total 62 1020 169 42 1293 99 308 136 63 [PHONE REDACTED] 276 25 2076 206 329 201 48 784 4759 % 4.8 78.9 13.1 3.2 16.3 50.8 22.4 10.4 5.1 80.4 13.3 1.2 26.3 42 25.6 6.1 Total % 1.3 21.4 3.6 0.9 27.2 2.1 6.5 2.9 1.3 12.7 2.2 35.1 5.8 0.5 43.6 4.3 6.9 4.2 1 16.5 SAN PABLO AVE Southbound POTRERO RD Westbound SAN PABLO AVE Northbound POTRERO RD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 12 142 9 9 172 17 36 15 8 76 16 205 24 1 246 31 47 31 4 113 607 04:45 PM 9 148 24 9 190 12 52 13 4 81 12 203 35 1 251 24 47 21 9 101 623 05:00 PM 9 127 23 3 162 12 38 22 16 88 19 229 45 5 298 26 48 26 3 103 651 05:15 PM 6 138 27 1 172 7 42 19 6 74 11 229 36 4 280 20 38 30 3 91 617 Total Volume 36 555 83 22 696 48 168 69 34 319 58 866 140 11 1075 101 180 108 19 408 2498 % App. Total 5.2 79.7 11.9 3.2 15 52.7 21.6 10.7 5.4 80.6 13 1 24.8 44.1 26.5 4.7 PHF .750 .938 .769 .611 .916 .706 .808 .784 .531 .906 .763 .945 .778 .550 .902 .815 .938 .871 .528 .903 .959 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8PM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE POTRERO RD POTRERO RD SAN PABLO AVE Right 36 Thru 555 Left 83 Peds 22 In Out Total 1022 696 1718 Right 48 Thru 168 Left 69 Peds 34 Out Total In 321 319 640 Left 140 Thru 866 Right 58 Peds 11 Out Total In 725 1075 1800 Left 108 Thru 180 Right 101 Peds 19 Total Out In 344 408 752 Peak Hour Begins at 04:30 PM Vehicles Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8PM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes SAN PABLO AVE Southbound POTRERO RD Westbound SAN PABLO AVE Northbound POTRERO RD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:15 PM 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 5 04:30 PM 0 1 0 0 1 1 0 0 0 1 0 3 0 0 3 0 0 1 0 1 6 04:45 PM 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 5 Total 0 4 1 0 5 1 1 0 0 2 0 6 0 0 6 0 3 1 0 4 17 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 6 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 05:30 PM 0 1 0 0 1 1 1 0 0 2 0 2 0 0 2 0 0 0 0 0 5 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4 Total 0 2 1 0 3 1 1 0 0 2 0 12 1 0 13 0 1 0 0 1 19 Grand Total 0 6 2 0 8 2 2 0 0 4 0 18 1 0 19 0 4 1 0 5 36 % 0 75 25 0 50 50 0 0 0 94.7 5.3 0 0 80 20 0 Total % 0 16.7 5.6 0 22.2 5.6 5.6 0 0 11.1 0 50 2.8 0 52.8 0 11.1 2.8 0 13.9 SAN PABLO AVE Southbound POTRERO RD Westbound SAN PABLO AVE Northbound POTRERO RD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 04:15 PM 04:15 PM 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 5 04:30 PM 0 1 0 0 1 1 0 0 0 1 0 3 0 0 3 0 0 1 0 1 6 04:45 PM 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 5 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 6 Total Volume 0 4 2 0 6 1 1 0 0 2 0 10 0 0 10 0 3 1 0 4 22 % App. Total 0 66.7 33.3 0 50 50 0 0 0 100 0 0 0 75 25 0 PHF .000 .500 .500 .000 .750 .250 .250 .000 .000 .500 .000 .625 .000 .000 .625 .000 .375 .250 .000 .500 .917 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 8PM FINAL Site Code : 00000008 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE POTRERO RD POTRERO RD SAN PABLO AVE Right 0 Thru 4 Left 2 Peds 0 In Out Total 12 6 18 Right 1 Thru 1 Left 0 Peds 0 Out Total In 5 2 7 Left 0 Thru 10 Right 0 Peds 0 Out Total In 4 10 14 Left 1 Thru 3 Right 0 Peds 0 Total Out In 1 4 5 Peak Hour Begins at 04:15 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9AM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 87 8 0 96 2 1 5 0 8 2 34 3 1 40 5 1 0 3 9 153 07:15 AM 4 132 7 3 146 2 0 6 4 12 2 33 4 0 39 1 0 2 4 7 204 07:30 AM 1 208 12 4 225 2 1 4 2 9 1 69 7 3 80 7 0 3 2 12 326 07:45 AM 0 254 17 2 273 9 0 6 0 15 1 100 4 3 108 8 2 6 4 20 416 Total 6 681 44 9 740 15 2 21 6 44 6 236 18 7 267 21 3 11 13 48 1099 08:00 AM 6 262 11 2 281 4 0 9 6 19 8 131 9 3 151 16 2 1 9 28 479 08:15 AM 4 226 16 2 248 3 0 8 4 15 4 139 10 1 154 10 6 4 4 24 441 08:30 AM 4 194 20 2 220 2 6 14 1 23 13 138 9 1 161 1 0 1 1 3 407 08:45 AM 3 203 27 3 236 6 1 10 6 23 9 113 15 1 138 7 2 0 6 15 412 Total 17 885 74 9 985 15 7 41 17 80 34 521 43 6 604 34 10 6 20 70 1739 Grand Total 23 1566 118 18 1725 30 9 62 23 124 40 757 61 13 871 55 13 17 33 118 2838 % 1.3 90.8 6.8 1 24.2 7.3 50 18.5 4.6 86.9 7 1.5 46.6 11 14.4 28 Total % 0.8 55.2 4.2 0.6 60.8 1.1 0.3 2.2 0.8 4.4 1.4 26.7 2.1 0.5 30.7 1.9 0.5 0.6 1.2 4.2 Vehicles 23 1563 118 18 1722 30 9 62 23 124 40 755 61 13 869 55 13 17 33 118 2833 % Vehicles 100 99.8 100 100 99.8 100 100 100 100 100 100 99.7 100 100 99.8 100 100 100 100 100 99.8 Motor Bikes 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 % Motor Bikes 0 0.2 0 0 0.2 0 0 0 0 0 0 0.3 0 0 0.2 0 0 0 0 0 0.2 SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 254 17 2 273 9 0 6 0 15 1 100 4 3 108 8 2 6 4 20 416 08:00 AM 6 262 11 2 281 4 0 9 6 19 8 131 9 3 151 16 2 1 9 28 479 08:15 AM 4 226 16 2 248 3 0 8 4 15 4 139 10 1 154 10 6 4 4 24 441 08:30 AM 4 194 20 2 220 2 6 14 1 23 13 138 9 1 161 1 0 1 1 3 407 Total Volume 14 936 64 8 1022 18 6 37 11 72 26 508 32 8 574 35 10 12 18 75 1743 % App. Total 1.4 91.6 6.3 0.8 25 8.3 51.4 15.3 4.5 88.5 5.6 1.4 46.7 13.3 16 24 PHF .583 .893 .800 1.00 .909 .500 .250 .661 .458 .783 .500 .914 .800 .667 .891 .547 .417 .500 .500 .670 .910 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9AM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BAYVIEW AVE MANILA AVE SAN PABLO AVE Right 14 Thru 936 Left 64 Peds 8 In Out Total 538 1022 1560 Right 18 Thru 6 Left 37 Peds 11 Out Total In 100 72 172 Left 32 Thru 508 Right 26 Peds 8 Out Total In 1008 574 1582 Left 12 Thru 10 Right 35 Peds 18 Total Out In 52 75 127 Peak Hour Begins at 07:45 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9AM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 1 Groups Printed- Pedal Bikes SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 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 0 0 0 0 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 8 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 7 0 0 7 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 10 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5 Grand Total 0 9 0 0 9 0 0 0 0 0 0 4 0 0 4 1 1 0 0 2 15 % 0 100 0 0 0 0 0 0 0 100 0 0 50 50 0 0 Total % 0 60 0 0 60 0 0 0 0 0 0 26.7 0 0 26.7 6.7 6.7 0 0 13.3 SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 8 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total Volume 0 9 0 0 9 0 0 0 0 0 0 3 0 0 3 1 1 0 0 2 14 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 50 50 0 0 PHF .000 .450 .000 .000 .450 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .250 .250 .000 .000 .250 .438 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9AM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BAYVIEW AVE MANILA AVE SAN PABLO AVE Right 0 Thru 9 Left 0 Peds 0 In Out Total 3 9 12 Right 0 Thru 0 Left 0 Peds 0 Out Total In 1 0 1 Left 0 Thru 3 Right 0 Peds 0 Out Total In 10 3 13 Left 0 Thru 1 Right 1 Peds 0 Total Out In 0 2 2 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9PM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 159 32 1 198 8 3 6 13 30 19 246 20 0 285 4 4 1 0 9 522 04:15 PM 6 128 17 2 153 6 3 4 4 17 7 233 20 1 261 11 2 3 4 20 451 04:30 PM 2 131 31 5 169 7 1 11 1 20 14 267 19 4 304 6 4 4 3 17 510 04:45 PM 3 144 30 0 177 7 1 5 2 15 8 211 11 3 233 7 6 6 6 25 450 Total 17 562 110 8 697 28 8 26 20 82 48 957 70 8 1083 28 16 14 13 71 1933 05:00 PM 4 162 22 5 193 9 1 8 8 26 8 245 19 4 276 6 3 6 5 20 515 05:15 PM 2 148 12 3 165 7 0 9 5 21 10 252 19 1 282 6 1 6 2 15 483 05:30 PM 3 150 13 1 167 11 0 8 1 20 8 264 23 4 299 9 2 3 1 15 501 05:45 PM 7 113 18 0 138 1 2 3 1 7 10 240 19 0 269 6 0 5 1 12 426 Total 16 573 65 9 663 28 3 28 15 74 36 1001 80 9 1126 27 6 20 9 62 1925 Grand Total 33 1135 175 17 1360 56 11 54 35 156 84 1958 150 17 2209 55 22 34 22 133 3858 % 2.4 83.5 12.9 1.2 35.9 7.1 34.6 22.4 3.8 88.6 6.8 0.8 41.4 16.5 25.6 16.5 Total % 0.9 29.4 4.5 0.4 35.3 1.5 0.3 1.4 0.9 4 2.2 50.8 3.9 0.4 57.3 1.4 0.6 0.9 0.6 3.4 Vehicles 33 1127 175 17 1352 56 11 54 35 156 84 1953 150 17 2204 55 22 34 22 133 3845 % Vehicles 100 99.3 100 100 99.4 100 100 100 100 100 100 99.7 100 100 99.8 100 100 100 100 100 99.7 Motor Bikes 0 8 0 0 8 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 13 % Motor Bikes 0 0.7 0 0 0.6 0 0 0 0 0 0 0.3 0 0 0.2 0 0 0 0 0 0.3 SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 2 131 31 5 169 7 1 11 1 20 14 267 19 4 304 6 4 4 3 17 510 04:45 PM 3 144 30 0 177 7 1 5 2 15 8 211 11 3 233 7 6 6 6 25 450 05:00 PM 4 162 22 5 193 9 1 8 8 26 8 245 19 4 276 6 3 6 5 20 515 05:15 PM 2 148 12 3 165 7 0 9 5 21 10 252 19 1 282 6 1 6 2 15 483 Total Volume 11 585 95 13 704 30 3 33 16 82 40 975 68 12 1095 25 14 22 16 77 1958 % App. Total 1.6 83.1 13.5 1.8 36.6 3.7 40.2 19.5 3.7 89 6.2 1.1 32.5 18.2 28.6 20.8 PHF .688 .903 .766 .650 .912 .833 .750 .750 .500 .788 .714 .913 .895 .750 .900 .893 .583 .917 .667 .770 .950 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9PM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BAYVIEW AVE MANILA AVE SAN PABLO AVE Right 11 Thru 585 Left 95 Peds 13 In Out Total 1027 704 1731 Right 30 Thru 3 Left 33 Peds 16 Out Total In 149 82 231 Left 68 Thru 975 Right 40 Peds 12 Out Total In 643 1095 1738 Left 22 Thru 14 Right 25 Peds 16 Total Out In 82 77 159 Peak Hour Begins at 04:30 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9PM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 1 Groups Printed- Pedal Bikes SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 05:15 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 4 05:45 PM 0 2 0 0 2 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 5 Total 0 3 0 0 3 0 4 0 0 4 1 5 0 0 6 0 0 0 0 0 13 Grand Total 0 4 0 0 4 0 4 0 0 4 1 16 0 0 17 0 0 0 0 0 25 % 0 100 0 0 0 100 0 0 5.9 94.1 0 0 0 0 0 0 Total % 0 16 0 0 16 0 16 0 0 16 4 64 0 0 68 0 0 0 0 0 SAN PABLO AVE Southbound MANILA AVE Westbound SAN PABLO AVE Northbound BAYVIEW AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 05:15 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 4 05:45 PM 0 2 0 0 2 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 5 Total Volume 0 3 0 0 3 0 4 0 0 4 1 5 0 0 6 0 0 0 0 0 13 % App. Total 0 100 0 0 0 100 0 0 16.7 83.3 0 0 0 0 0 0 PHF .000 .375 .000 .000 .375 .000 .500 .000 .000 .500 .250 .625 .000 .000 .750 .000 .000 .000 .000 .000 .650 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 9PM FINAL Site Code : 00000009 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE BAYVIEW AVE MANILA AVE SAN PABLO AVE Right 0 Thru 3 Left 0 Peds 0 In Out Total 5 3 8 Right 0 Thru 4 Left 0 Peds 0 Out Total In 1 4 5 Left 0 Thru 5 Right 1 Peds 0 Out Total In 3 6 9 Left 0 Thru 0 Right 0 Peds 0 Total Out In 4 0 4 Peak Hour Begins at 05:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10AM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 94 2 2 98 7 0 13 1 21 1 32 0 1 34 0 0 0 0 0 153 07:15 AM 0 130 3 1 134 4 0 17 2 23 6 38 0 0 44 0 0 0 0 0 201 07:30 AM 0 173 16 2 191 7 0 24 3 34 1 72 0 0 73 0 0 0 0 0 298 07:45 AM 0 216 24 6 246 7 0 26 3 36 12 89 0 0 101 0 0 0 0 0 383 Total 0 613 45 11 669 25 0 80 9 114 20 231 0 1 252 0 0 0 0 0 1035 08:00 AM 0 197 25 1 223 16 0 27 0 43 14 139 0 1 154 0 0 0 0 0 420 08:15 AM 0 202 16 1 219 27 0 40 0 67 13 143 0 0 156 0 0 0 0 0 442 08:30 AM 0 219 23 4 246 20 0 34 3 57 20 149 0 0 169 0 0 0 0 0 472 08:45 AM 0 214 12 0 226 26 0 29 2 57 25 118 0 0 143 0 0 0 0 0 426 Total 0 832 76 6 914 89 0 130 5 224 72 549 0 1 622 0 0 0 0 0 1760 Grand Total 0 1445 121 17 1583 114 0 210 14 338 92 780 0 2 874 0 0 0 0 0 2795 % 0 91.3 7.6 1.1 33.7 0 62.1 4.1 10.5 89.2 0 0.2 0 0 0 0 Total % 0 51.7 4.3 0.6 56.6 4.1 0 7.5 0.5 12.1 3.3 27.9 0 0.1 31.3 0 0 0 0 0 Vehicles 0 1441 121 17 1579 114 0 210 14 338 92 778 0 2 872 0 0 0 0 0 2789 % Vehicles 0 99.7 100 100 99.7 100 0 100 100 100 100 99.7 0 100 99.8 0 0 0 0 0 99.8 Motor Bikes 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6 % Motor Bikes 0 0.3 0 0 0.3 0 0 0 0 0 0 0.3 0 0 0.2 0 0 0 0 0 0.2 SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 0 197 25 1 223 16 0 27 0 43 14 139 0 1 154 0 0 0 0 0 420 08:15 AM 0 202 16 1 219 27 0 40 0 67 13 143 0 0 156 0 0 0 0 0 442 08:30 AM 0 219 23 4 246 20 0 34 3 57 20 149 0 0 169 0 0 0 0 0 472 08:45 AM 0 214 12 0 226 26 0 29 2 57 25 118 0 0 143 0 0 0 0 0 426 Total Volume 0 832 76 6 914 89 0 130 5 224 72 549 0 1 622 0 0 0 0 0 1760 % App. Total 0 91 8.3 0.7 39.7 0 58 2.2 11.6 88.3 0 0.2 0 0 0 0 PHF .000 .950 .760 .375 .929 .824 .000 .813 .417 .836 .720 .921 .000 .250 .920 .000 .000 .000 .000 .000 .932 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10AM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 2 SAN PABLO AVE SCHMIDT LN SAN PABLO AVE Right 0 Thru 832 Left 76 Peds 6 In Out Total [PHONE REDACTED] Right 89 Thru 0 Left 130 Peds 5 Out Total In 148 224 372 Left 0 Thru 549 Right 72 Peds 1 Out Total In [PHONE REDACTED] Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10AM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 Total 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 9 08:00 AM 0 1 0 0 1 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 9 0 0 9 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 11 Grand Total 0 15 0 0 15 0 0 1 0 1 1 3 0 0 4 0 0 0 0 0 20 % 0 100 0 0 0 0 100 0 25 75 0 0 0 0 0 0 Total % 0 75 0 0 75 0 0 5 0 5 5 15 0 0 20 0 0 0 0 0 SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 08:00 AM 0 1 0 0 1 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 3 08:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total Volume 0 8 0 0 8 0 0 1 0 1 1 3 0 0 4 0 0 0 0 0 13 % App. Total 0 100 0 0 0 0 100 0 25 75 0 0 0 0 0 0 PHF .000 .667 .000 .000 .667 .000 .000 .250 .000 .250 .250 .375 .000 .000 .500 .000 .000 .000 .000 .000 .813 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10AM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 2 BIKES SAN PABLO AVE SCHMIDT LN SAN PABLO AVE Right 0 Thru 8 Left 0 Peds 0 In Out Total 3 8 11 Right 0 Thru 0 Left 1 Peds 0 Out Total In 1 1 2 Left 0 Thru 3 Right 1 Peds 0 Out Total In 9 4 13 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10PM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 151 24 5 180 36 0 26 6 68 18 226 0 0 244 0 0 0 0 0 492 04:15 PM 0 143 14 0 157 41 0 39 7 87 31 229 0 0 260 0 0 0 0 0 504 04:30 PM 0 161 16 4 181 39 0 35 11 85 29 236 1 0 266 0 0 0 0 0 532 04:45 PM 0 175 16 9 200 31 0 25 9 65 27 235 0 0 262 0 0 0 0 0 527 Total 0 630 70 18 718 147 0 125 33 305 105 926 1 0 1032 0 0 0 0 0 2055 05:00 PM 0 159 15 6 180 27 0 32 5 64 15 214 0 0 229 0 0 0 0 0 473 05:15 PM 0 137 10 1 148 32 0 31 10 73 26 252 0 0 278 0 0 0 0 0 499 05:30 PM 0 153 16 3 172 25 0 24 6 55 12 251 0 2 265 0 0 0 0 0 492 05:45 PM 0 147 10 0 157 19 0 23 3 45 17 251 0 0 268 0 0 0 0 0 470 Total 0 596 51 10 657 103 0 110 24 237 70 968 0 2 1040 0 0 0 0 0 1934 Grand Total 0 1226 121 28 1375 250 0 235 57 [PHONE REDACTED] 1 2 2072 0 0 0 0 0 3989 % 0 89.2 8.8 2 46.1 0 43.4 10.5 8.4 91.4 0 0.1 0 0 0 0 Total % 0 30.7 3 0.7 34.5 6.3 0 5.9 1.4 13.6 4.4 47.5 0 0.1 51.9 0 0 0 0 0 Vehicles 0 1220 121 28 1369 250 0 235 57 [PHONE REDACTED] 1 2 2066 0 0 0 0 0 3977 % Vehicles 0 99.5 100 100 99.6 100 0 100 100 100 100 99.7 100 100 99.7 0 0 0 0 0 99.7 Motor Bikes 0 6 0 0 6 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 12 % Motor Bikes 0 0.5 0 0 0.4 0 0 0 0 0 0 0.3 0 0 0.3 0 0 0 0 0 0.3 SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 151 24 5 180 36 0 26 6 68 18 226 0 0 244 0 0 0 0 0 492 04:15 PM 0 143 14 0 157 41 0 39 7 87 31 229 0 0 260 0 0 0 0 0 504 04:30 PM 0 161 16 4 181 39 0 35 11 85 29 236 1 0 266 0 0 0 0 0 532 04:45 PM 0 175 16 9 200 31 0 25 9 65 27 235 0 0 262 0 0 0 0 0 527 Total Volume 0 630 70 18 718 147 0 125 33 305 105 926 1 0 1032 0 0 0 0 0 2055 % App. Total 0 87.7 9.7 2.5 48.2 0 41 10.8 10.2 89.7 0.1 0 0 0 0 0 PHF .000 .900 .729 .500 .898 .896 .000 .801 .750 .876 .847 .981 .250 .000 .970 .000 .000 .000 .000 .000 .966 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10PM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 2 SAN PABLO AVE SCHMIDT LN SAN PABLO AVE Right 0 Thru 630 Left 70 Peds 18 In Out Total 1073 718 1791 Right 147 Thru 0 Left 125 Peds 33 Out Total In 175 305 480 Left 1 Thru 926 Right 105 Peds 0 Out Total In 755 1032 1787 Left 0 Thru 0 Right 0 Peds 0 Total Out In 1 0 1 Peak Hour Begins at 04:00 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10PM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 5 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 Total 0 3 0 0 3 0 0 1 0 1 0 11 0 0 11 0 0 0 0 0 15 05:00 PM 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 4 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 5 05:45 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 Total 0 4 0 0 4 0 0 1 0 1 2 9 0 0 11 0 0 0 0 0 16 Grand Total 0 7 0 0 7 0 0 2 0 2 2 20 0 0 22 0 0 0 0 0 31 % 0 100 0 0 0 0 100 0 9.1 90.9 0 0 0 0 0 0 Total % 0 22.6 0 0 22.6 0 0 6.5 0 6.5 6.5 64.5 0 0 71 0 0 0 0 0 SAN PABLO AVE Southbound SCHMIDT LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 05:00 PM 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 4 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 Total Volume 0 4 0 0 4 0 0 1 0 1 0 12 0 0 12 0 0 0 0 0 17 % App. Total 0 100 0 0 0 0 100 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .000 .000 .250 .000 .250 .000 .429 .000 .000 .429 .000 .000 .000 .000 .000 .531 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 10PM FINAL Site Code : 00000010 Start Date : 5/31/2012 Page No : 2 BIKES SAN PABLO AVE SCHMIDT LN SAN PABLO AVE Right 0 Thru 4 Left 0 Peds 0 In Out Total 12 4 16 Right 0 Thru 0 Left 1 Peds 0 Out Total In 0 1 1 Left 0 Thru 12 Right 0 Peds 0 Out Total In 5 12 17 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:30 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11AM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 97 9 2 108 4 0 36 1 41 4 28 3 0 35 0 0 0 0 0 184 07:15 AM 0 148 8 11 167 3 0 30 6 39 12 36 0 0 48 0 0 0 0 0 254 07:30 AM 0 185 21 7 213 8 0 44 2 54 12 68 2 0 82 0 0 0 0 0 349 07:45 AM 0 243 33 23 299 23 0 54 7 84 22 67 2 0 91 0 0 0 0 0 474 Total 0 673 71 43 787 38 0 164 16 218 50 199 7 0 256 0 0 0 0 0 1261 08:00 AM 0 256 40 10 306 24 0 75 0 99 24 100 4 0 128 0 0 0 0 0 533 08:15 AM 0 237 32 2 271 26 0 86 2 114 24 129 11 0 164 0 0 0 0 0 549 08:30 AM 0 206 15 5 226 9 0 64 3 76 17 141 11 0 169 0 0 0 0 0 471 08:45 AM 0 220 29 7 256 17 0 64 2 83 19 118 4 1 142 0 0 0 0 0 481 Total 0 919 116 24 1059 76 0 289 7 372 84 488 30 1 603 0 0 0 0 0 2034 Grand Total 0 1592 187 67 1846 114 0 453 23 590 134 687 37 1 859 0 0 0 0 0 3295 % 0 86.2 10.1 3.6 19.3 0 76.8 3.9 15.6 80 4.3 0.1 0 0 0 0 Total % 0 48.3 5.7 2 56 3.5 0 13.7 0.7 17.9 4.1 20.8 1.1 0 26.1 0 0 0 0 0 Vehicles 0 1587 187 67 1841 114 0 453 23 590 134 685 37 1 857 0 0 0 0 0 3288 % Vehicles 0 99.7 100 100 99.7 100 0 100 100 100 100 99.7 100 100 99.8 0 0 0 0 0 99.8 Motor Bikes 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 7 % Motor Bikes 0 0.3 0 0 0.3 0 0 0 0 0 0 0.3 0 0 0.2 0 0 0 0 0 0.2 SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 0 256 40 10 306 24 0 75 0 99 24 100 4 0 128 0 0 0 0 0 533 08:15 AM 0 237 32 2 271 26 0 86 2 114 24 129 11 0 164 0 0 0 0 0 549 08:30 AM 0 206 15 5 226 9 0 64 3 76 17 141 11 0 169 0 0 0 0 0 471 08:45 AM 0 220 29 7 256 17 0 64 2 83 19 118 4 1 142 0 0 0 0 0 481 Total Volume 0 919 116 24 1059 76 0 289 7 372 84 488 30 1 603 0 0 0 0 0 2034 % App. Total 0 86.8 11 2.3 20.4 0 77.7 1.9 13.9 80.9 5 0.2 0 0 0 0 PHF .000 .897 .725 .600 .865 .731 .000 .840 .583 .816 .875 .865 .682 .250 .892 .000 .000 .000 .000 .000 .926 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11AM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE MOESER LN SAN PABLO AVE Right 0 Thru 919 Left 116 Peds 24 In Out Total 564 1059 1623 Right 76 Thru 0 Left 289 Peds 7 Out Total In 200 372 572 Left 30 Thru 488 Right 84 Peds 1 Out Total In 1208 603 1811 Left 0 Thru 0 Right 0 Peds 0 Total Out In 30 0 30 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11AM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 4 0 0 4 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 6 0 0 6 1 0 0 0 1 2 0 0 0 2 0 0 0 0 0 9 08:00 AM 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 3 08:15 AM 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 0 0 3 1 0 2 0 3 0 1 0 0 1 0 0 0 0 0 7 Grand Total 0 9 0 0 9 2 0 2 0 4 2 1 0 0 3 0 0 0 0 0 16 % 0 100 0 0 50 0 50 0 66.7 33.3 0 0 0 0 0 0 Total % 0 56.2 0 0 56.2 12.5 0 12.5 0 25 12.5 6.2 0 0 18.8 0 0 0 0 0 SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 4 0 0 4 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 6 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 3 08:15 AM 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 Total Volume 0 8 0 0 8 1 0 2 0 3 1 1 0 0 2 0 0 0 0 0 13 % App. Total 0 100 0 0 33.3 0 66.7 0 50 50 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .250 .000 .500 .000 .750 .250 .250 .000 .000 .500 .000 .000 .000 .000 .000 .542 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11AM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE MOESER LN SAN PABLO AVE Right 0 Thru 8 Left 0 Peds 0 In Out Total 2 8 10 Right 1 Thru 0 Left 2 Peds 0 Out Total In 1 3 4 Left 0 Thru 1 Right 1 Peds 0 Out Total In 10 2 12 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11PM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 140 31 5 176 16 0 43 9 68 32 232 14 0 278 0 0 0 0 0 522 04:15 PM 0 141 30 4 175 20 0 28 4 52 32 234 16 0 282 0 0 0 0 0 509 04:30 PM 0 147 28 5 180 17 0 38 2 57 28 245 15 0 288 0 0 0 0 0 525 04:45 PM 0 149 36 2 187 12 0 42 1 55 32 196 16 0 244 0 0 0 0 0 486 Total 0 577 125 16 718 65 0 151 16 232 124 907 61 0 1092 0 0 0 0 0 2042 05:00 PM 0 170 31 5 206 21 0 53 7 81 34 217 17 0 268 0 0 0 0 0 555 05:15 PM 0 139 39 1 179 20 0 41 8 69 35 259 14 0 308 0 0 0 0 0 556 05:30 PM 0 148 39 6 193 29 0 40 9 78 39 253 10 0 302 0 0 0 0 0 573 05:45 PM 0 107 37 5 149 16 0 39 5 60 37 232 15 0 284 0 0 0 0 0 493 Total 0 564 146 17 727 86 0 173 29 288 145 961 56 0 1162 0 0 0 0 0 2177 Grand Total 0 1141 271 33 1445 151 0 324 45 [PHONE REDACTED] 117 0 2254 0 0 0 0 0 4219 % 0 79 18.8 2.3 29 0 62.3 8.7 11.9 82.9 5.2 0 0 0 0 0 Total % 0 27 6.4 0.8 34.2 3.6 0 7.7 1.1 12.3 6.4 44.3 2.8 0 53.4 0 0 0 0 0 Vehicles 0 1135 271 33 1439 151 0 323 45 [PHONE REDACTED] 117 0 2249 0 0 0 0 0 4207 % Vehicles 0 99.5 100 100 99.6 100 0 99.7 100 99.8 99.6 99.8 100 0 99.8 0 0 0 0 0 99.7 Motor Bikes 0 6 0 0 6 0 0 1 0 1 1 4 0 0 5 0 0 0 0 0 12 % Motor Bikes 0 0.5 0 0 0.4 0 0 0.3 0 0.2 0.4 0.2 0 0 0.2 0 0 0 0 0 0.3 SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 170 31 5 206 21 0 53 7 81 34 217 17 0 268 0 0 0 0 0 555 05:15 PM 0 139 39 1 179 20 0 41 8 69 35 259 14 0 308 0 0 0 0 0 556 05:30 PM 0 148 39 6 193 29 0 40 9 78 39 253 10 0 302 0 0 0 0 0 573 05:45 PM 0 107 37 5 149 16 0 39 5 60 37 232 15 0 284 0 0 0 0 0 493 Total Volume 0 564 146 17 727 86 0 173 29 288 145 961 56 0 1162 0 0 0 0 0 2177 % App. Total 0 77.6 20.1 2.3 29.9 0 60.1 10.1 12.5 82.7 4.8 0 0 0 0 0 PHF .000 .829 .936 .708 .882 .741 .000 .816 .806 .889 .929 .928 .824 .000 .943 .000 .000 .000 .000 .000 .950 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11PM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE MOESER LN SAN PABLO AVE Right 0 Thru 564 Left 146 Peds 17 In Out Total 1047 727 1774 Right 86 Thru 0 Left 173 Peds 29 Out Total In 291 288 579 Left 56 Thru 961 Right 145 Peds 0 Out Total In 737 1162 1899 Left 0 Thru 0 Right 0 Peds 0 Total Out In 56 0 56 Peak Hour Begins at 05:00 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11PM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 9 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 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 0 0 0 0 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 Grand Total 0 5 0 0 5 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 14 % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 35.7 0 0 35.7 0 0 0 0 0 0 64.3 0 0 64.3 0 0 0 0 0 SAN PABLO AVE Southbound MOESER LN Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 9 % App. Total 0 100 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .583 .000 .000 .583 .000 .000 .000 .000 .000 .563 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 11PM FINAL Site Code : 00000011 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE MOESER LN SAN PABLO AVE Right 0 Thru 2 Left 0 Peds 0 In Out Total 7 2 9 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 0 Thru 7 Right 0 Peds 0 Out Total In 2 7 9 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12AM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 118 12 0 130 5 0 16 2 23 7 33 1 1 42 0 0 0 0 0 195 07:15 AM 0 157 12 3 172 9 0 24 3 36 7 34 0 1 42 0 0 0 0 0 250 07:30 AM 0 203 18 2 223 10 0 30 4 44 9 70 0 0 79 0 0 0 0 0 346 07:45 AM 0 237 55 2 294 13 0 41 5 59 24 69 0 4 97 0 0 0 0 0 450 Total 0 715 97 7 819 37 0 111 14 162 47 206 1 6 260 0 0 0 0 0 1241 08:00 AM 0 234 50 5 289 21 0 61 4 86 37 95 0 4 136 0 0 0 0 0 511 08:15 AM 0 262 47 8 317 25 0 53 4 82 33 120 2 4 159 0 0 0 0 0 558 08:30 AM 0 219 27 4 250 29 0 53 2 84 17 132 4 11 164 0 0 0 0 0 498 08:45 AM 0 237 25 1 263 15 0 46 2 63 14 132 0 2 148 0 0 0 0 0 474 Total 0 952 149 18 1119 90 0 213 12 315 101 479 6 21 607 0 0 0 0 0 2041 Grand Total 0 1667 246 25 1938 127 0 324 26 477 148 685 7 27 867 0 0 0 0 0 3282 % 0 86 12.7 1.3 26.6 0 67.9 5.5 17.1 79 0.8 3.1 0 0 0 0 Total % 0 50.8 7.5 0.8 59 3.9 0 9.9 0.8 14.5 4.5 20.9 0.2 0.8 26.4 0 0 0 0 0 Vehicles 0 1664 246 25 1935 127 0 322 26 475 148 683 7 27 865 0 0 0 0 0 3275 % Vehicles 0 99.8 100 100 99.8 100 0 99.4 100 99.6 100 99.7 100 100 99.8 0 0 0 0 0 99.8 Motor Bikes 0 3 0 0 3 0 0 2 0 2 0 2 0 0 2 0 0 0 0 0 7 % Motor Bikes 0 0.2 0 0 0.2 0 0 0.6 0 0.4 0 0.3 0 0 0.2 0 0 0 0 0 0.2 SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 0 234 50 5 289 21 0 61 4 86 37 95 0 4 136 0 0 0 0 0 511 08:15 AM 0 262 47 8 317 25 0 53 4 82 33 120 2 4 159 0 0 0 0 0 558 08:30 AM 0 219 27 4 250 29 0 53 2 84 17 132 4 11 164 0 0 0 0 0 498 08:45 AM 0 237 25 1 263 15 0 46 2 63 14 132 0 2 148 0 0 0 0 0 474 Total Volume 0 952 149 18 1119 90 0 213 12 315 101 479 6 21 607 0 0 0 0 0 2041 % App. Total 0 85.1 13.3 1.6 28.6 0 67.6 3.8 16.6 78.9 1 3.5 0 0 0 0 PHF .000 .908 .745 .563 .882 .776 .000 .873 .750 .916 .682 .907 .375 .477 .925 .000 .000 .000 .000 .000 .914 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12AM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE STOCKTON AVE SAN PABLO AVE Right 0 Thru 952 Left 149 Peds 18 In Out Total 569 1119 1688 Right 90 Thru 0 Left 213 Peds 12 Out Total In 250 315 565 Left 6 Thru 479 Right 101 Peds 21 Out Total In 1165 607 1772 Left 0 Thru 0 Right 0 Peds 0 Total Out In 6 0 6 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12AM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 2 1 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 5 1 0 6 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 8 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 7 Grand Total 0 9 1 0 10 2 0 0 0 2 0 3 0 0 3 0 0 0 0 0 15 % 0 90 10 0 100 0 0 0 0 100 0 0 0 0 0 0 Total % 0 60 6.7 0 66.7 13.3 0 0 0 13.3 0 20 0 0 20 0 0 0 0 0 SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 2 1 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 07:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:00 AM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 8 1 0 9 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 13 % App. Total 0 88.9 11.1 0 100 0 0 0 0 100 0 0 0 0 0 0 PHF .000 1.00 .250 .000 .750 .250 .000 .000 .000 .250 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .650 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12AM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE STOCKTON AVE SAN PABLO AVE Right 0 Thru 8 Left 1 Peds 0 In Out Total 4 9 13 Right 1 Thru 0 Left 0 Peds 0 Out Total In 1 1 2 Left 0 Thru 3 Right 0 Peds 0 Out Total In 8 3 11 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12PM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 159 28 5 192 10 0 46 10 66 23 244 6 2 275 0 0 0 0 0 533 04:15 PM 0 161 29 6 196 11 0 31 12 54 24 255 4 1 284 0 0 0 0 0 534 04:30 PM 0 169 33 5 207 15 0 31 5 51 20 264 6 1 291 0 0 0 0 0 549 04:45 PM 0 180 22 3 205 19 0 25 6 50 27 215 3 4 249 0 0 0 0 0 504 Total 0 669 112 19 800 55 0 133 33 221 94 978 19 8 1099 0 0 0 0 0 2120 05:00 PM 0 175 35 1 211 13 0 34 8 55 35 261 2 1 299 0 0 0 0 0 565 05:15 PM 0 162 36 5 203 18 0 36 8 62 30 277 3 1 311 0 0 0 0 0 576 05:30 PM 0 141 37 2 180 11 0 24 2 37 29 273 1 17 320 0 0 0 0 0 537 05:45 PM 0 134 33 6 173 15 0 28 13 56 26 271 0 16 313 0 0 0 0 0 542 Total 0 612 141 14 767 57 0 122 31 [PHONE REDACTED] 6 35 1243 0 0 0 0 0 2220 Grand Total 0 1281 253 33 1567 112 0 255 64 [PHONE REDACTED] 25 43 2342 0 0 0 0 0 4340 % 0 81.7 16.1 2.1 26 0 59.2 14.8 9.1 88 1.1 1.8 0 0 0 0 Total % 0 29.5 5.8 0.8 36.1 2.6 0 5.9 1.5 9.9 4.9 47.5 0.6 1 54 0 0 0 0 0 Vehicles 0 1276 253 33 1562 111 0 255 64 [PHONE REDACTED] 25 43 2336 0 0 0 0 0 4328 % Vehicles 0 99.6 100 100 99.7 99.1 0 100 100 99.8 99.1 99.8 100 100 99.7 0 0 0 0 0 99.7 Motor Bikes 0 5 0 0 5 1 0 0 0 1 2 4 0 0 6 0 0 0 0 0 12 % Motor Bikes 0 0.4 0 0 0.3 0.9 0 0 0 0.2 0.9 0.2 0 0 0.3 0 0 0 0 0 0.3 SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 175 35 1 211 13 0 34 8 55 35 261 2 1 299 0 0 0 0 0 565 05:15 PM 0 162 36 5 203 18 0 36 8 62 30 277 3 1 311 0 0 0 0 0 576 05:30 PM 0 141 37 2 180 11 0 24 2 37 29 273 1 17 320 0 0 0 0 0 537 05:45 PM 0 134 33 6 173 15 0 28 13 56 26 271 0 16 313 0 0 0 0 0 542 Total Volume 0 612 141 14 767 57 0 122 31 [PHONE REDACTED] 6 35 1243 0 0 0 0 0 2220 % App. Total 0 79.8 18.4 1.8 27.1 0 58.1 14.8 9.7 87 0.5 2.8 0 0 0 0 PHF .000 .874 .953 .583 .909 .792 .000 .847 .596 .847 .857 .977 .500 .515 .971 .000 .000 .000 .000 .000 .964 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12PM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE STOCKTON AVE SAN PABLO AVE Right 0 Thru 612 Left 141 Peds 14 In Out Total 1139 767 1906 Right 57 Thru 0 Left 122 Peds 31 Out Total In 261 210 471 Left 6 Thru 1082 Right 120 Peds 35 Out Total In 734 1243 1977 Left 0 Thru 0 Right 0 Peds 0 Total Out In 6 0 6 Peak Hour Begins at 05:00 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12PM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 1 0 1 0 7 0 0 7 0 0 0 0 0 8 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 04:30 PM 0 1 0 0 1 1 0 1 0 2 0 4 0 0 4 0 0 0 0 0 7 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 Total 0 3 0 0 3 1 0 2 0 3 0 18 0 0 18 0 0 0 0 0 24 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 5 05:45 PM 0 1 1 0 2 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 5 Total 0 1 1 0 2 1 0 1 0 2 0 8 0 0 8 0 0 0 0 0 12 Grand Total 0 4 1 0 5 2 0 3 0 5 0 26 0 0 26 0 0 0 0 0 36 % 0 80 20 0 40 0 60 0 0 100 0 0 0 0 0 0 Total % 0 11.1 2.8 0 13.9 5.6 0 8.3 0 13.9 0 72.2 0 0 72.2 0 0 0 0 0 SAN PABLO AVE Southbound STOCKTON AVE Westbound SAN PABLO AVE Northbound Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 0 1 0 1 0 7 0 0 7 0 0 0 0 0 8 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5 04:30 PM 0 1 0 0 1 1 0 1 0 2 0 4 0 0 4 0 0 0 0 0 7 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4 Total Volume 0 3 0 0 3 1 0 2 0 3 0 18 0 0 18 0 0 0 0 0 24 % App. Total 0 100 0 0 33.3 0 66.7 0 0 100 0 0 0 0 0 0 PHF .000 .750 .000 .000 .750 .250 .000 .500 .000 .375 .000 .643 .000 .000 .643 .000 .000 .000 .000 .000 .750 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 12PM FINAL Site Code : 00000012 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE STOCKTON AVE SAN PABLO AVE Right 0 Thru 3 Left 0 Peds 0 In Out Total 19 3 22 Right 1 Thru 0 Left 2 Peds 0 Out Total In 0 3 3 Left 0 Thru 18 Right 0 Peds 0 Out Total In 5 18 23 Left 0 Thru 0 Right 0 Peds 0 Total Out In 0 0 0 Peak Hour Begins at 04:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13AM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 19 91 6 3 119 4 41 9 2 56 3 26 12 2 43 16 34 15 1 66 284 07:15 AM 33 129 5 6 173 6 33 11 3 53 8 33 17 6 64 15 39 13 2 69 359 07:30 AM 31 160 13 5 209 6 60 21 8 95 7 52 25 8 92 21 53 24 2 100 496 07:45 AM 31 191 13 2 237 5 68 20 2 95 13 49 16 10 88 20 84 44 0 148 568 Total 114 571 37 16 738 21 202 61 15 299 31 160 70 26 287 72 210 96 5 383 1707 08:00 AM 40 178 13 12 243 11 81 17 1 110 9 59 20 13 101 22 60 60 4 146 600 08:15 AM 37 241 12 3 293 4 66 18 2 90 6 74 17 4 101 20 55 43 2 120 604 08:30 AM 41 187 7 6 241 18 82 15 2 117 6 94 20 7 127 31 48 32 2 113 598 08:45 AM 44 196 6 6 252 9 48 19 3 79 10 107 21 10 148 24 55 44 1 124 603 Total 162 802 38 27 1029 42 277 69 8 396 31 334 78 34 477 97 218 179 9 503 2405 Grand Total 276 1373 75 43 1767 63 479 130 23 695 62 494 148 60 764 169 428 275 14 886 4112 % 15.6 77.7 4.2 2.4 9.1 68.9 18.7 3.3 8.1 64.7 19.4 7.9 19.1 48.3 31 1.6 Total % 6.7 33.4 1.8 1 43 1.5 11.6 3.2 0.6 16.9 1.5 12 3.6 1.5 18.6 4.1 10.4 6.7 0.3 21.5 Vehicles 275 1368 75 43 1761 63 476 130 23 692 62 494 148 60 764 168 428 275 14 885 4102 % Vehicles 99.6 99.6 100 100 99.7 100 99.4 100 100 99.6 100 100 100 100 100 99.4 100 100 100 99.9 99.8 Motor Bikes 1 5 0 0 6 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 10 % Motor Bikes 0.4 0.4 0 0 0.3 0 0.6 0 0 0.4 0 0 0 0 0 0.6 0 0 0 0.1 0.2 SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 40 178 13 12 243 11 81 17 1 110 9 59 20 13 101 22 60 60 4 146 600 08:15 AM 37 241 12 3 293 4 66 18 2 90 6 74 17 4 101 20 55 43 2 120 604 08:30 AM 41 187 7 6 241 18 82 15 2 117 6 94 20 7 127 31 48 32 2 113 598 08:45 AM 44 196 6 6 252 9 48 19 3 79 10 107 21 10 148 24 55 44 1 124 603 Total Volume 162 802 38 27 1029 42 277 69 8 396 31 334 78 34 477 97 218 179 9 503 2405 % App. Total 15.7 77.9 3.7 2.6 10.6 69.9 17.4 2 6.5 70 16.4 7.1 19.3 43.3 35.6 1.8 PHF .920 .832 .731 .563 .878 .583 .845 .908 .667 .846 .775 .780 .929 .654 .806 .782 .908 .746 .563 .861 .995 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13AM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CENTRAL AVE CENTRAL AVE SAN PABLO AVE Right 162 Thru 802 Left 38 Peds 27 In Out Total 555 1029 1584 Right 42 Thru 277 Left 69 Peds 8 Out Total In 287 396 683 Left 78 Thru 334 Right 31 Peds 34 Out Total In [PHONE REDACTED] Left 179 Thru 218 Right 97 Peds 9 Total Out In [PHONE REDACTED] Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13AM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4 07:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 1 6 0 0 7 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 10 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 08:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 4 0 0 4 0 3 1 0 4 0 1 0 0 1 0 0 0 0 0 9 Grand Total 1 10 0 0 11 0 5 1 0 6 0 1 0 0 1 0 1 0 0 1 19 % 9.1 90.9 0 0 0 83.3 16.7 0 0 100 0 0 0 100 0 0 Total % 5.3 52.6 0 0 57.9 0 26.3 5.3 0 31.6 0 5.3 0 0 5.3 0 5.3 0 0 5.3 SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4 07:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 Total Volume 1 9 0 0 10 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 14 % App. Total 10 90 0 0 0 100 0 0 0 100 0 0 0 100 0 0 PHF .250 .750 .000 .000 .833 .000 .500 .000 .000 .500 .000 .250 .000 .000 .250 .000 .250 .000 .000 .250 .875 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13AM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE CENTRAL AVE CENTRAL AVE SAN PABLO AVE Right 1 Thru 9 Left 0 Peds 0 In Out Total 1 10 11 Right 0 Thru 2 Left 0 Peds 0 Out Total In 1 2 3 Left 0 Thru 1 Right 0 Peds 0 Out Total In 9 1 10 Left 0 Thru 1 Right 0 Peds 0 Total Out In 3 1 4 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13PM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 41 140 11 0 192 15 44 12 8 79 15 210 43 12 280 28 39 69 10 146 697 04:15 PM 42 118 11 6 177 15 35 16 9 75 11 221 40 7 279 26 46 67 5 144 675 04:30 PM 29 138 11 6 184 15 41 7 2 65 12 191 34 4 241 26 52 66 2 146 636 04:45 PM 37 143 11 3 194 8 50 17 6 81 12 181 28 15 236 30 57 63 8 158 669 Total 149 539 44 15 747 53 170 52 25 300 50 803 145 38 1036 110 194 265 25 594 2677 05:00 PM 32 140 10 7 189 14 48 21 10 93 13 244 47 6 310 35 72 76 7 190 782 05:15 PM 35 152 10 7 204 18 60 18 6 102 17 236 38 7 298 38 65 77 0 180 784 05:30 PM 26 91 15 4 136 16 48 12 5 81 19 196 53 1 269 34 51 90 4 179 665 05:45 PM 21 120 14 4 159 15 63 12 10 100 16 220 54 8 298 33 49 86 9 177 734 Total 114 503 49 22 688 63 219 63 31 376 65 896 192 22 1175 140 237 329 20 726 2965 Grand Total 263 1042 93 37 1435 116 389 115 56 [PHONE REDACTED] 337 60 2211 250 431 594 45 1320 5642 % 18.3 72.6 6.5 2.6 17.2 57.5 17 8.3 5.2 76.8 15.2 2.7 18.9 32.7 45 3.4 Total % 4.7 18.5 1.6 0.7 25.4 2.1 6.9 2 1 12 2 30.1 6 1.1 39.2 4.4 7.6 10.5 0.8 23.4 Vehicles 263 1036 93 37 1429 116 387 114 56 [PHONE REDACTED] 337 60 2205 249 431 592 45 1317 5624 % Vehicles 100 99.4 100 100 99.6 100 99.5 99.1 100 99.6 99.1 99.7 100 100 99.7 99.6 100 99.7 100 99.8 99.7 Motor Bikes 0 6 0 0 6 0 2 1 0 3 1 5 0 0 6 1 0 2 0 3 18 % Motor Bikes 0 0.6 0 0 0.4 0 0.5 0.9 0 0.4 0.9 0.3 0 0 0.3 0.4 0 0.3 0 0.2 0.3 SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 32 140 10 7 189 14 48 21 10 93 13 244 47 6 310 35 72 76 7 190 782 05:15 PM 35 152 10 7 204 18 60 18 6 102 17 236 38 7 298 38 65 77 0 180 784 05:30 PM 26 91 15 4 136 16 48 12 5 81 19 196 53 1 269 34 51 90 4 179 665 05:45 PM 21 120 14 4 159 15 63 12 10 100 16 220 54 8 298 33 49 86 9 177 734 Total Volume 114 503 49 22 688 63 219 63 31 376 65 896 192 22 1175 140 237 329 20 726 2965 % App. Total 16.6 73.1 7.1 3.2 16.8 58.2 16.8 8.2 5.5 76.3 16.3 1.9 19.3 32.6 45.3 2.8 PHF .814 .827 .817 .786 .843 .875 .869 .750 .775 .922 .855 .918 .889 .688 .948 .921 .823 .914 .556 .955 .945 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13PM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CENTRAL AVE CENTRAL AVE SAN PABLO AVE Right 114 Thru 503 Left 49 Peds 22 In Out Total 1288 688 1976 Right 63 Thru 219 Left 63 Peds 31 Out Total In 351 376 727 Left 192 Thru 896 Right 65 Peds 22 Out Total In 706 1175 1881 Left 329 Thru 237 Right 140 Peds 20 Total Out In [PHONE REDACTED] Peak Hour Begins at 05:00 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13PM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:15 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Total 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 3 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 5 05:45 PM 0 1 1 0 2 0 0 0 0 0 1 1 0 0 2 0 1 1 0 2 6 Total 0 3 1 0 4 0 3 0 0 3 1 4 0 0 5 0 2 1 0 3 15 Grand Total 0 6 1 0 7 0 3 0 0 3 1 7 0 0 8 0 2 1 0 3 21 % 0 85.7 14.3 0 0 100 0 0 12.5 87.5 0 0 0 66.7 33.3 0 Total % 0 28.6 4.8 0 33.3 0 14.3 0 0 14.3 4.8 33.3 0 0 38.1 0 9.5 4.8 0 14.3 SAN PABLO AVE Southbound CENTRAL AVE Westbound SAN PABLO AVE Northbound CENTRAL AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 3 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 5 05:45 PM 0 1 1 0 2 0 0 0 0 0 1 1 0 0 2 0 1 1 0 2 6 Total Volume 0 3 1 0 4 0 3 0 0 3 1 4 0 0 5 0 2 1 0 3 15 % App. Total 0 75 25 0 0 100 0 0 20 80 0 0 0 66.7 33.3 0 PHF .000 .750 .250 .000 .500 .000 .375 .000 .000 .375 .250 .500 .000 .000 .625 .000 .500 .250 .000 .375 .625 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 13PM FINAL Site Code : 00000013 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE CENTRAL AVE CENTRAL AVE SAN PABLO AVE Right 0 Thru 3 Left 1 Peds 0 In Out Total 5 4 9 Right 0 Thru 3 Left 0 Peds 0 Out Total In 4 3 7 Left 0 Thru 4 Right 1 Peds 0 Out Total In 3 5 8 Left 1 Thru 2 Right 0 Peds 0 Total Out In 3 3 6 Peak Hour Begins at 05:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14AM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 112 6 5 124 9 10 8 4 31 13 38 4 1 56 2 21 0 2 25 236 07:15 AM 0 125 5 4 134 9 25 12 4 50 11 46 1 6 64 4 36 0 2 42 290 07:30 AM 2 192 21 4 219 14 26 19 3 62 11 61 8 2 82 2 33 1 3 39 402 07:45 AM 2 231 18 0 251 13 31 16 4 64 18 61 3 7 89 4 54 1 5 64 468 Total 5 660 50 13 728 45 92 55 15 207 53 206 16 16 291 12 144 2 12 170 1396 08:00 AM 2 198 12 6 218 17 35 22 1 75 11 76 4 7 98 4 61 0 3 68 459 08:15 AM 0 251 21 10 282 10 60 18 3 91 16 83 8 11 118 1 52 1 4 58 549 08:30 AM 3 238 17 9 267 9 36 15 3 63 21 119 13 7 160 2 17 1 6 26 516 08:45 AM 1 217 20 10 248 18 23 25 3 69 14 116 7 3 140 3 35 2 11 51 508 Total 6 904 70 35 1015 54 154 80 10 298 62 394 32 28 516 10 165 4 24 203 2032 Grand Total 11 1564 120 48 1743 99 246 135 25 505 115 600 48 44 807 22 309 6 36 373 3428 % 0.6 89.7 6.9 2.8 19.6 48.7 26.7 5 14.3 74.3 5.9 5.5 5.9 82.8 1.6 9.7 Total % 0.3 45.6 3.5 1.4 50.8 2.9 7.2 3.9 0.7 14.7 3.4 17.5 1.4 1.3 23.5 0.6 9 0.2 1.1 10.9 Vehicles 11 1557 119 48 1735 99 246 135 25 505 115 598 48 44 805 22 308 6 36 372 3417 % Vehicles 100 99.6 99.2 100 99.5 100 100 100 100 100 100 99.7 100 100 99.8 100 99.7 100 100 99.7 99.7 Motor Bikes 0 7 1 0 8 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 11 % Motor Bikes 0 0.4 0.8 0 0.5 0 0 0 0 0 0 0.3 0 0 0.2 0 0.3 0 0 0.3 0.3 SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 2 198 12 6 218 17 35 22 1 75 11 76 4 7 98 4 61 0 3 68 459 08:15 AM 0 251 21 10 282 10 60 18 3 91 16 83 8 11 118 1 52 1 4 58 549 08:30 AM 3 238 17 9 267 9 36 15 3 63 21 119 13 7 160 2 17 1 6 26 516 08:45 AM 1 217 20 10 248 18 23 25 3 69 14 116 7 3 140 3 35 2 11 51 508 Total Volume 6 904 70 35 1015 54 154 80 10 298 62 394 32 28 516 10 165 4 24 203 2032 % App. Total 0.6 89.1 6.9 3.4 18.1 51.7 26.8 3.4 12 76.4 6.2 5.4 4.9 81.3 2 11.8 PHF .500 .900 .833 .875 .900 .750 .642 .800 .833 .819 .738 .828 .615 .636 .806 .625 .676 .500 .545 .746 .925 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14AM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE FAIRMOUNT AVE FAIRMOUNT AVE SAN PABLO AVE Right 6 Thru 904 Left 70 Peds 35 In Out Total 452 1015 1467 Right 54 Thru 154 Left 80 Peds 10 Out Total In 297 298 595 Left 32 Thru 394 Right 62 Peds 28 Out Total In [PHONE REDACTED] Left 4 Thru 165 Right 10 Peds 24 Total Out In 192 203 395 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14AM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:45 AM 0 3 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 Total 0 6 0 0 6 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 7 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 5 0 0 5 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 8 Grand Total 0 11 0 0 11 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 15 % 0 100 0 0 0 100 0 0 0 100 0 0 0 100 0 0 Total % 0 73.3 0 0 73.3 0 13.3 0 0 13.3 0 6.7 0 0 6.7 0 6.7 0 0 6.7 SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:45 AM 0 3 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 9 0 0 9 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 12 % App. Total 0 100 0 0 0 100 0 0 0 100 0 0 0 0 0 0 PHF .000 .750 .000 .000 .750 .000 .500 .000 .000 .500 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .750 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14AM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE FAIRMOUNT AVE FAIRMOUNT AVE SAN PABLO AVE Right 0 Thru 9 Left 0 Peds 0 In Out Total 1 9 10 Right 0 Thru 2 Left 0 Peds 0 Out Total In 0 2 2 Left 0 Thru 1 Right 0 Peds 0 Out Total In 9 1 10 Left 0 Thru 0 Right 0 Peds 0 Total Out In 2 0 2 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14PM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 157 19 9 186 26 43 25 16 110 18 228 27 15 288 6 48 6 10 70 654 04:15 PM 1 156 15 14 186 24 55 22 9 110 22 225 17 4 268 4 39 7 14 64 628 04:30 PM 4 144 18 18 184 27 41 26 16 110 16 209 19 7 251 7 35 6 6 54 599 04:45 PM 3 149 35 19 206 13 33 26 18 90 17 246 21 6 290 12 29 1 8 50 636 Total 9 606 87 60 762 90 172 99 59 420 73 908 84 32 1097 29 151 20 38 238 2517 05:00 PM 2 181 28 15 226 26 38 27 7 98 31 258 24 7 320 8 49 1 10 68 712 05:15 PM 1 185 26 15 227 31 41 17 2 91 23 248 25 8 304 5 40 4 9 58 680 05:30 PM 3 140 15 11 169 36 31 21 11 99 19 237 13 10 279 8 38 4 7 57 604 05:45 PM 2 145 21 5 173 26 43 28 9 106 24 231 19 5 279 2 32 3 10 47 605 Total 8 651 90 46 795 119 153 93 29 394 97 974 81 30 1182 23 159 12 36 230 2601 Grand Total 17 1257 [PHONE REDACTED] 209 325 192 88 [PHONE REDACTED] 165 62 2279 52 310 32 74 468 5118 % 1.1 80.7 11.4 6.8 25.7 39.9 23.6 10.8 7.5 82.6 7.2 2.7 11.1 66.2 6.8 15.8 Total % 0.3 24.6 3.5 2.1 30.4 4.1 6.4 3.8 1.7 15.9 3.3 36.8 3.2 1.2 44.5 1 6.1 0.6 1.4 9.1 Vehicles 17 1252 [PHONE REDACTED] 209 324 192 88 [PHONE REDACTED] 162 62 2271 52 310 32 74 468 5102 % Vehicles 100 99.6 98.9 100 99.6 100 99.7 100 100 99.9 100 99.7 98.2 100 99.6 100 100 100 100 100 99.7 Motor Bikes 0 5 2 0 7 0 1 0 0 1 0 5 3 0 8 0 0 0 0 0 16 % Motor Bikes 0 0.4 1.1 0 0.4 0 0.3 0 0 0.1 0 0.3 1.8 0 0.4 0 0 0 0 0 0.3 SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 3 149 35 19 206 13 33 26 18 90 17 246 21 6 290 12 29 1 8 50 636 05:00 PM 2 181 28 15 226 26 38 27 7 98 31 258 24 7 320 8 49 1 10 68 712 05:15 PM 1 185 26 15 227 31 41 17 2 91 23 248 25 8 304 5 40 4 9 58 680 05:30 PM 3 140 15 11 169 36 31 21 11 99 19 237 13 10 279 8 38 4 7 57 604 Total Volume 9 655 104 60 828 106 143 91 38 378 90 989 83 31 1193 33 156 10 34 233 2632 % App. Total 1.1 79.1 12.6 7.2 28 37.8 24.1 10.1 7.5 82.9 7 2.6 14.2 67 4.3 14.6 PHF .750 .885 .743 .789 .912 .736 .872 .843 .528 .955 .726 .958 .830 .775 .932 .688 .796 .625 .850 .857 .924 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14PM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE FAIRMOUNT AVE FAIRMOUNT AVE SAN PABLO AVE Right 9 Thru 655 Left 104 Peds 60 In Out Total 1105 828 1933 Right 106 Thru 143 Left 91 Peds 38 Out Total In 350 378 728 Left 83 Thru 989 Right 90 Peds 31 Out Total In 779 1193 1972 Left 10 Thru 156 Right 33 Peds 34 Total Out In 235 233 468 Peak Hour Begins at 04:45 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14PM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 3 04:15 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 4 04:30 PM 0 2 1 0 3 0 0 0 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 0 0 0 0 0 0 1 0 0 1 1 Total 0 2 2 0 4 0 1 0 0 1 0 4 0 0 4 0 2 0 0 2 11 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 6 05:45 PM 1 2 0 0 3 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 8 Total 1 3 0 0 4 1 0 0 0 1 0 11 0 0 11 0 1 0 0 1 17 Grand Total 1 5 2 0 8 1 1 0 0 2 0 15 0 0 15 0 3 0 0 3 28 % 12.5 62.5 25 0 50 50 0 0 0 100 0 0 0 100 0 0 Total % 3.6 17.9 7.1 0 28.6 3.6 3.6 0 0 7.1 0 53.6 0 0 53.6 0 10.7 0 0 10.7 SAN PABLO AVE Southbound FAIRMOUNT AVE Westbound SAN PABLO AVE Northbound FAIRMOUNT AVE Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 6 05:45 PM 1 2 0 0 3 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 8 Total Volume 1 3 0 0 4 1 0 0 0 1 0 11 0 0 11 0 1 0 0 1 17 % App. Total 25 75 0 0 100 0 0 0 0 100 0 0 0 100 0 0 PHF .250 .375 .000 .000 .333 .250 .000 .000 .000 .250 .000 .550 .000 .000 .550 .000 .250 .000 .000 .250 .531 Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 14PM FINAL Site Code : 00000014 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE FAIRMOUNT AVE FAIRMOUNT AVE SAN PABLO AVE Right 1 Thru 3 Left 0 Peds 0 In Out Total 12 4 16 Right 1 Thru 0 Left 0 Peds 0 Out Total In 1 1 2 Left 0 Thru 11 Right 0 Peds 0 Out Total In 3 11 14 Left 0 Thru 1 Right 0 Peds 0 Total Out In 1 1 2 Peak Hour Begins at 05:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377- 2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15AM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 5 119 2 0 126 1 0 3 5 9 3 50 11 8 72 47 5 1 1 54 261 07:15 AM 1 132 5 3 141 0 1 4 11 16 8 55 18 18 99 85 7 3 5 100 356 07:30 AM 5 200 5 1 211 2 4 6 3 15 5 75 34 22 136 117 11 5 6 139 501 07:45 AM 7 240 9 3 259 1 4 6 1 12 12 79 27 11 129 106 27 4 15 152 552 Total 18 691 21 7 737 4 9 19 20 52 28 259 90 59 436 355 50 13 27 445 1670 08:00 AM 4 204 9 3 220 7 8 4 3 22 7 81 28 11 127 115 27 4 8 154 523 08:15 AM 3 243 17 3 266 7 6 7 2 22 6 104 29 17 156 98 15 7 12 132 576 08:30 AM 6 241 16 0 263 6 10 8 10 34 11 135 31 11 188 97 25 5 15 142 627 08:45 AM 6 214 21 3 244 6 7 5 3 21 19 128 37 8 192 82 27 6 9 124 581 Total 19 902 63 9 993 26 31 24 18 99 43 448 125 47 663 392 94 22 44 552 2307 Grand Total 37 1593 84 16 1730 30 40 43 38 151 71 707 [PHONE REDACTED] 747 144 35 71 997 3977 % 2.1 92.1 4.9 0.9 19.9 26.5 28.5 25.2 6.5 64.3 19.6 9.6 74.9 14.4 3.5 7.1 Total % 0.9 40.1 2.1 0.4 43.5 0.8 1 1.1 1 3.8 1.8 17.8 5.4 2.7 27.6 18.8 3.6 0.9 1.8 25.1 Vehicles 37 1587 83 16 1723 30 40 42 38 150 71 706 [PHONE REDACTED] 743 143 35 71 992 3963 % Vehicles 100 99.6 98.8 100 99.6 100 100 97.7 100 99.3 100 99.9 100 100 99.9 99.5 99.3 100 100 99.5 99.6 Motor Bikes 0 6 1 0 7 0 0 1 0 1 0 1 0 0 1 4 1 0 0 5 14 % Motor Bikes 0 0.4 1.2 0 0.4 0 0 2.3 0 0.7 0 0.1 0 0 0.1 0.5 0.7 0 0 0.5 0.4 SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 08:00 AM 08:00 AM 4 204 9 3 220 7 8 4 3 22 7 81 28 11 127 115 27 4 8 154 523 08:15 AM 3 243 17 3 266 7 6 7 2 22 6 104 29 17 156 98 15 7 12 132 576 08:30 AM 6 241 16 0 263 6 10 8 10 34 11 135 31 11 188 97 25 5 15 142 627 08:45 AM 6 214 21 3 244 6 7 5 3 21 19 128 37 8 192 82 27 6 9 124 581 Total Volume 19 902 63 9 993 26 31 24 18 99 43 448 125 47 663 392 94 22 44 552 2307 % App. Total 1.9 90.8 6.3 0.9 26.3 31.3 24.2 18.2 6.5 67.6 18.9 7.1 71 17 4 8 PHF .792 .928 .750 .750 .933 .929 .775 .750 .450 .728 .566 .830 .845 .691 .863 .852 .870 .786 .733 .896 .920 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15AM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CARLSON BLVD EL CERRITO PLAZA SAN PABLO AVE Right 19 Thru 902 Left 63 Peds 9 In Out Total [PHONE REDACTED] Right 26 Thru 31 Left 24 Peds 18 Out Total In 200 99 299 Left 125 Thru 448 Right 43 Peds 47 Out Total In 1318 663 1981 Left 22 Thru 94 Right 392 Peds 44 Total Out In 175 552 727 Peak Hour Begins at 08:00 AM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15AM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 1 0 1 1 0 0 0 1 2 0 0 0 2 5 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 3 07:30 AM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 5 07:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 5 Total 0 7 0 0 7 0 0 1 0 1 2 0 2 0 4 4 2 0 0 6 18 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 5 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 1 0 1 1 0 0 0 1 5 08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 4 0 0 4 0 3 0 0 3 0 1 1 0 2 4 0 0 0 4 13 Grand Total 0 11 0 0 11 0 3 1 0 4 2 1 3 0 6 8 2 0 0 10 31 % 0 100 0 0 0 75 25 0 33.3 16.7 50 0 80 20 0 0 Total % 0 35.5 0 0 35.5 0 9.7 3.2 0 12.9 6.5 3.2 9.7 0 19.4 25.8 6.5 0 0 32.3 SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 5 07:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 5 08:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 5 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 1 0 1 1 0 0 0 1 5 Total Volume 0 10 0 0 10 0 2 0 0 2 0 1 3 0 4 4 0 0 0 4 20 % App. Total 0 100 0 0 0 100 0 0 0 25 75 0 100 0 0 0 PHF .000 .833 .000 .000 .833 .000 .500 .000 .000 .500 .000 .250 .750 .000 1.00 1.00 .000 .000 .000 1.00 1.00 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15AM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE CARLSON BLVD EL CERRITO PLAZA SAN PABLO AVE Right 0 Thru 10 Left 0 Peds 0 In Out Total 1 10 11 Right 0 Thru 2 Left 0 Peds 0 Out Total In 0 2 2 Left 3 Thru 1 Right 0 Peds 0 Out Total In 14 4 18 Left 0 Thru 0 Right 4 Peds 0 Total Out In 5 4 9 Peak Hour Begins at 07:30 AM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15PM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Motor Bikes SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 155 37 11 209 27 35 14 8 84 30 225 58 19 332 71 34 6 12 123 748 04:15 PM 4 151 32 1 188 35 36 28 6 105 24 233 65 11 333 68 45 6 7 126 752 04:30 PM 7 137 22 5 171 30 24 22 16 92 26 206 74 19 325 63 35 5 8 111 699 04:45 PM 4 157 28 4 193 25 23 26 15 89 29 249 65 17 360 72 41 6 16 135 777 Total 21 600 119 21 761 117 118 90 45 370 109 913 262 66 1350 274 155 23 43 495 2976 05:00 PM 5 169 38 12 224 38 30 29 12 109 23 257 81 15 376 61 52 3 13 129 838 05:15 PM 10 165 47 4 226 29 30 27 8 94 30 269 69 27 395 71 39 6 15 131 846 05:30 PM 3 128 37 3 171 29 26 23 9 87 37 233 64 16 350 56 36 4 4 100 708 05:45 PM 5 142 30 5 182 41 30 19 11 101 44 241 71 17 373 68 52 8 6 134 790 Total 23 604 152 24 803 137 116 98 40 [PHONE REDACTED] 285 75 1494 256 179 21 38 494 3182 Grand Total 44 1204 271 45 1564 254 234 188 85 [PHONE REDACTED] [PHONE REDACTED] 530 334 44 81 989 6158 % 2.8 77 17.3 2.9 33.4 30.7 24.7 11.2 8.5 67.3 19.2 5 53.6 33.8 4.4 8.2 Total % 0.7 19.6 4.4 0.7 25.4 4.1 3.8 3.1 1.4 12.4 3.9 31.1 8.9 2.3 46.2 8.6 5.4 0.7 1.3 16.1 Vehicles 44 1198 271 45 1558 253 233 188 85 [PHONE REDACTED] [PHONE REDACTED] 530 332 44 81 987 6133 % Vehicles 100 99.5 100 100 99.6 99.6 99.6 100 100 99.7 100 99.5 99.1 100 99.5 100 99.4 100 100 99.8 99.6 Motor Bikes 0 6 0 0 6 1 1 0 0 2 0 10 5 0 15 0 2 0 0 2 25 % Motor Bikes 0 0.5 0 0 0.4 0.4 0.4 0 0 0.3 0 0.5 0.9 0 0.5 0 0.6 0 0 0.2 0.4 SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 5 169 38 12 224 38 30 29 12 109 23 257 81 15 376 61 52 3 13 129 838 05:15 PM 10 165 47 4 226 29 30 27 8 94 30 269 69 27 395 71 39 6 15 131 846 05:30 PM 3 128 37 3 171 29 26 23 9 87 37 233 64 16 350 56 36 4 4 100 708 05:45 PM 5 142 30 5 182 41 30 19 11 101 44 241 71 17 373 68 52 8 6 134 790 Total Volume 23 604 152 24 803 137 116 98 40 [PHONE REDACTED] 285 75 1494 256 179 21 38 494 3182 % App. Total 2.9 75.2 18.9 3 35 29.7 25.1 10.2 9 66.9 19.1 5 51.8 36.2 4.3 7.7 PHF .575 .893 .809 .500 .888 .835 .967 .845 .833 .897 .761 .929 .880 .694 .946 .901 .861 .656 .633 .922 .940 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15PM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 2 SAN PABLO AVE CARLSON BLVD EL CERRITO PLAZA SAN PABLO AVE Right 23 Thru 604 Left 152 Peds 24 In Out Total 1158 803 1961 Right 137 Thru 116 Left 98 Peds 40 Out Total In 465 391 856 Left 285 Thru 1000 Right 134 Peds 75 Out Total In 958 1494 2452 Left 21 Thru 179 Right 256 Peds 38 Total Out In 424 494 918 Peak Hour Begins at 05:00 PM Vehicles Motor Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15PM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 1 BIKES Groups Printed- Pedal Bikes SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 2 0 0 3 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4 1 0 0 5 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total 0 1 0 0 1 0 0 0 0 0 0 4 1 0 5 5 5 0 0 10 16 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 6 Total 0 3 0 0 3 0 1 0 0 1 0 7 0 0 7 2 1 0 0 3 14 Grand Total 0 4 0 0 4 0 1 0 0 1 0 11 1 0 12 7 6 0 0 13 30 % 0 100 0 0 0 100 0 0 0 91.7 8.3 0 53.8 46.2 0 0 Total % 0 13.3 0 0 13.3 0 3.3 0 0 3.3 0 36.7 3.3 0 40 23.3 20 0 0 43.3 SAN PABLO AVE Southbound EL CERRITO PLAZA Westbound SAN PABLO AVE Northbound CARLSON BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 2 0 0 3 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4 1 0 0 5 6 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Total Volume 0 1 0 0 1 0 0 0 0 0 0 4 1 0 5 5 5 0 0 10 16 % App. Total 0 100 0 0 0 0 0 0 0 80 20 0 50 50 0 0 PHF .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 1.00 .250 .000 .625 .313 .625 .000 .000 .500 .667 Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 15PM FINAL Site Code : 00000015 Start Date : 5/30/2012 Page No : 2 BIKES SAN PABLO AVE CARLSON BLVD EL CERRITO PLAZA SAN PABLO AVE Right 0 Thru 1 Left 0 Peds 0 In Out Total 4 1 5 Right 0 Thru 0 Left 0 Peds 0 Out Total In 5 0 5 Left 1 Thru 4 Right 0 Peds 0 Out Total In 6 5 11 Left 0 Thru 5 Right 5 Peds 0 Total Out In 1 10 11 Peak Hour Begins at 04:00 PM Pedal Bikes Peak Hour Data North Traffic Data Service Campbell, CA [PHONE REDACTED] [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 8 0 0 19 27 2 45 0 20 67 1 0 11 8 20 0 0 0 0 0 114 07:15 AM 8 0 0 21 29 5 67 0 32 104 0 0 10 4 14 0 0 0 0 0 147 07:30 AM 7 0 0 8 15 0 61 0 11 72 0 0 10 2 12 0 0 0 0 0 99 07:45 AM 3 0 0 6 9 3 67 0 17 87 1 0 10 7 18 0 0 0 3 3 117 Total 26 0 0 54 80 10 240 0 80 330 2 0 41 21 64 0 0 0 3 3 477 08:00 AM 6 0 0 6 12 2 85 0 15 102 0 0 8 4 12 0 0 0 3 3 129 08:15 AM 5 0 0 7 12 3 79 0 15 97 0 0 13 3 16 0 0 0 1 1 126 08:30 AM 2 0 0 9 11 1 76 0 16 93 1 0 11 3 15 0 0 0 4 4 123 08:45 AM 2 0 0 2 4 0 58 0 5 63 0 1 6 4 11 0 0 0 5 5 83 Total 15 0 0 24 39 6 298 0 51 355 1 1 38 14 54 0 0 0 13 13 461 Grand Total 41 0 0 78 119 16 538 0 131 685 3 1 79 35 118 0 0 0 16 16 938 % 34.5 0 0 65.5 2.3 78.5 0 19.1 2.5 0.8 66.9 29.7 0 0 0 100 Total % 4.4 0 0 8.3 12.7 1.7 57.4 0 14 73 0.3 0.1 8.4 3.7 12.6 0 0 0 1.7 1.7 Vehicles 41 0 0 78 119 15 533 0 131 679 1 0 1 35 37 0 0 0 16 16 851 % Vehicles 100 0 0 100 100 93.8 99.1 0 100 99.1 33.3 0 1.3 100 31.4 0 0 0 100 100 90.7 Buses 0 0 0 0 0 1 5 0 0 6 2 1 78 0 81 0 0 0 0 0 87 % Buses 0 0 0 0 0 6.2 0.9 0 0 0.9 66.7 100 98.7 0 68.6 0 0 0 0 0 9.3 KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 3 0 0 6 9 3 67 0 17 87 1 0 10 7 18 0 0 0 3 3 117 08:00 AM 6 0 0 6 12 2 85 0 15 102 0 0 8 4 12 0 0 0 3 3 129 08:15 AM 5 0 0 7 12 3 79 0 15 97 0 0 13 3 16 0 0 0 1 1 126 08:30 AM 2 0 0 9 11 1 76 0 16 93 1 0 11 3 15 0 0 0 4 4 123 Total Volume 16 0 0 28 44 9 307 0 63 379 2 0 42 17 61 0 0 0 11 11 495 % App. Total 36.4 0 0 63.6 2.4 81 0 16.6 3.3 0 68.9 27.9 0 0 0 100 PHF .667 .000 .000 .778 .917 .750 .903 .000 .926 .929 .500 .000 .808 .607 .847 .000 .000 .000 .688 .688 .959 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BUS STOP EXIT Right 16 Thru 0 Left 0 Peds 28 In Out Total 9 44 53 Right 9 Thru 307 Left 0 Peds 63 Out Total In 2 379 381 Left 42 Thru 0 Right 2 Peds 17 Out Total In 0 61 61 Left 0 Thru 0 Right 0 Peds 11 Total Out In 365 11 376 Peak Hour Begins at 07:45 AM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 07:15 AM 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 3 07:30 AM 0 3 4 0 7 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8 07:45 AM 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 Total 0 3 9 0 12 1 2 0 0 3 0 2 0 0 2 0 0 0 0 0 17 08:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 3 08:15 AM 0 1 0 0 1 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 4 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 3 Total 1 1 1 0 3 1 1 0 0 2 0 1 1 0 2 0 3 0 0 3 10 Grand Total 1 4 10 0 15 2 3 0 0 5 0 3 1 0 4 0 3 0 0 3 27 % 6.7 26.7 66.7 0 40 60 0 0 0 75 25 0 0 100 0 0 Total % 3.7 14.8 37 0 55.6 7.4 11.1 0 0 18.5 0 11.1 3.7 0 14.8 0 11.1 0 0 11.1 KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 4 0 7 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8 07:45 AM 0 0 2 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 08:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 3 08:15 AM 0 1 0 0 1 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 4 Total Volume 1 4 6 0 11 2 1 0 0 3 0 2 1 0 3 0 1 0 0 1 18 % App. Total 9.1 36.4 54.5 0 66.7 33.3 0 0 0 66.7 33.3 0 0 100 0 0 PHF .250 .333 .375 .000 .393 .500 .250 .000 .000 .750 .000 .500 .250 .000 .375 .000 .250 .000 .000 .250 .563 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BUS STOP EXIT Right 1 Thru 4 Left 6 Peds 0 In Out Total 4 11 15 Right 2 Thru 1 Left 0 Peds 0 Out Total In 7 3 10 Left 1 Thru 2 Right 0 Peds 0 Out Total In 4 3 7 Left 0 Thru 1 Right 0 Peds 0 Total Out In 3 1 4 Peak Hour Begins at 07:30 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 11 0 12 0 0 0 0 0 12 07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 10 0 10 0 0 0 0 0 11 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 0 0 0 0 0 10 07:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 10 0 11 0 0 0 0 0 11 Total 0 0 0 0 0 0 1 0 0 1 2 0 41 0 43 0 0 0 0 0 44 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 7 08:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 13 0 13 0 0 0 0 0 15 08:30 AM 0 0 0 0 0 1 2 0 0 3 0 0 11 0 11 0 0 0 0 0 14 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 6 0 7 0 0 0 0 0 7 Total 0 0 0 0 0 1 4 0 0 5 0 1 37 0 38 0 0 0 0 0 43 Grand Total 0 0 0 0 0 1 5 0 0 6 2 1 78 0 81 0 0 0 0 0 87 % 0 0 0 0 16.7 83.3 0 0 2.5 1.2 96.3 0 0 0 0 0 Total % 0 0 0 0 0 1.1 5.7 0 0 6.9 2.3 1.1 89.7 0 93.1 0 0 0 0 0 KEARNEY ST Southbound CUTTING BLVD Westbound BUS STOP EXIT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 10 0 11 0 0 0 0 0 11 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0 0 0 0 7 08:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 13 0 13 0 0 0 0 0 15 08:30 AM 0 0 0 0 0 1 2 0 0 3 0 0 11 0 11 0 0 0 0 0 14 Total Volume 0 0 0 0 0 1 4 0 0 5 1 0 41 0 42 0 0 0 0 0 47 % App. Total 0 0 0 0 20 80 0 0 2.4 0 97.6 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .500 .000 .000 .417 .250 .000 .788 .000 .808 .000 .000 .000 .000 .000 .783 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16AM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BUS STOP EXIT Right 0 Thru 0 Left 0 Peds 0 In Out Total 1 0 1 Right 1 Thru 4 Left 0 Peds 0 Out Total In 1 5 6 Left 41 Thru 0 Right 1 Peds 0 Out Total In 0 42 42 Left 0 Thru 0 Right 0 Peds 0 Total Out In 45 0 45 Peak Hour Begins at 07:45 AM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 0 1 5 12 0 91 0 9 100 2 1 10 5 18 0 0 0 3 3 133 04:15 PM 4 0 0 3 7 2 98 0 9 109 0 0 8 5 13 0 0 0 0 0 129 04:30 PM 2 0 0 7 9 0 106 0 9 115 1 1 11 4 17 0 0 0 0 0 141 04:45 PM 1 0 0 2 3 0 97 0 10 107 1 0 13 3 17 0 0 0 2 2 129 Total 13 0 1 17 31 2 392 0 37 431 4 2 42 17 65 0 0 0 5 5 532 05:00 PM 4 0 0 5 9 0 132 0 14 146 3 0 7 2 12 0 0 0 0 0 167 05:15 PM 6 0 0 7 13 4 127 0 14 145 1 0 11 1 13 0 0 0 0 0 171 05:30 PM 5 0 0 3 8 0 89 0 4 93 2 0 13 3 18 0 0 0 2 2 121 05:45 PM 7 0 0 12 19 4 113 0 18 135 3 0 7 1 11 0 0 0 3 3 168 Total 22 0 0 27 49 8 461 0 50 519 9 0 38 7 54 0 0 0 5 5 627 Grand Total 35 0 1 44 80 10 853 0 87 950 13 2 80 24 119 0 0 0 10 10 1159 % 43.8 0 1.2 55 1.1 89.8 0 9.2 10.9 1.7 67.2 20.2 0 0 0 100 Total % 3 0 0.1 3.8 6.9 0.9 73.6 0 7.5 82 1.1 0.2 6.9 2.1 10.3 0 0 0 0.9 0.9 Vehicles 35 0 0 44 79 9 850 0 87 946 2 0 4 24 30 0 0 0 10 10 1065 % Vehicles 100 0 0 100 98.8 90 99.6 0 100 99.6 15.4 0 5 100 25.2 0 0 0 100 100 91.9 Buses 0 0 1 0 1 1 3 0 0 4 11 2 76 0 89 0 0 0 0 0 94 % Buses 0 0 100 0 1.2 10 0.4 0 0 0.4 84.6 100 95 0 74.8 0 0 0 0 0 8.1 KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 4 0 0 5 9 0 132 0 14 146 3 0 7 2 12 0 0 0 0 0 167 05:15 PM 6 0 0 7 13 4 127 0 14 145 1 0 11 1 13 0 0 0 0 0 171 05:30 PM 5 0 0 3 8 0 89 0 4 93 2 0 13 3 18 0 0 0 2 2 121 05:45 PM 7 0 0 12 19 4 113 0 18 135 3 0 7 1 11 0 0 0 3 3 168 Total Volume 22 0 0 27 49 8 461 0 50 519 9 0 38 7 54 0 0 0 5 5 627 % App. Total 44.9 0 0 55.1 1.5 88.8 0 9.6 16.7 0 70.4 13 0 0 0 100 PHF .786 .000 .000 .563 .645 .500 .873 .000 .694 .889 .750 .000 .731 .583 .750 .000 .000 .000 .417 .417 .917 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BART BUS STOP EXT Right 22 Thru 0 Left 0 Peds 27 In Out Total 8 49 57 Right 8 Thru 461 Left 0 Peds 50 Out Total In 9 519 528 Left 38 Thru 0 Right 9 Peds 7 Out Total In 0 54 54 Left 0 Thru 0 Right 0 Peds 5 Total Out In 521 5 526 Peak Hour Begins at 05:00 PM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 04:15 PM 0 2 0 0 2 2 0 0 0 2 0 1 1 0 2 0 0 0 0 0 6 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 04:45 PM 0 0 2 0 2 1 1 0 0 2 0 2 0 0 2 0 2 0 0 2 8 Total 0 2 3 0 5 3 1 0 0 4 0 4 2 0 6 0 2 0 0 2 17 05:00 PM 0 1 0 0 1 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 5 05:15 PM 0 0 1 0 1 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 4 05:30 PM 0 1 1 0 2 4 2 0 0 6 0 0 0 0 0 0 0 0 0 0 8 05:45 PM 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 Total 0 3 2 0 5 8 2 0 0 10 0 4 0 0 4 0 0 0 0 0 19 Grand Total 0 5 5 0 10 11 3 0 0 14 0 8 2 0 10 0 2 0 0 2 36 % 0 50 50 0 78.6 21.4 0 0 0 80 20 0 0 100 0 0 Total % 0 13.9 13.9 0 27.8 30.6 8.3 0 0 38.9 0 22.2 5.6 0 27.8 0 5.6 0 0 5.6 KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 2 0 2 1 1 0 0 2 0 2 0 0 2 0 2 0 0 2 8 05:00 PM 0 1 0 0 1 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 5 05:15 PM 0 0 1 0 1 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 4 05:30 PM 0 1 1 0 2 4 2 0 0 6 0 0 0 0 0 0 0 0 0 0 8 Total Volume 0 2 4 0 6 8 3 0 0 11 0 6 0 0 6 0 2 0 0 2 25 % App. Total 0 33.3 66.7 0 72.7 27.3 0 0 0 100 0 0 0 100 0 0 PHF .000 .500 .500 .000 .750 .500 .375 .000 .000 .458 .000 .750 .000 .000 .750 .000 .250 .000 .000 .250 .781 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BART BUS STOP EXT Right 0 Thru 2 Left 4 Peds 0 In Out Total 14 6 20 Right 8 Thru 3 Left 0 Peds 0 Out Total In 6 11 17 Left 0 Thru 6 Right 0 Peds 0 Out Total In 2 6 8 Left 0 Thru 2 Right 0 Peds 0 Total Out In 3 2 5 Peak Hour Begins at 04:45 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 1 0 1 0 1 0 0 1 2 1 10 0 13 0 0 0 0 0 15 04:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 7 0 7 0 0 0 0 0 8 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 11 0 13 0 0 0 0 0 13 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 12 0 13 0 0 0 0 0 13 Total 0 0 1 0 1 1 1 0 0 2 4 2 40 0 46 0 0 0 0 0 49 05:00 PM 0 0 0 0 0 0 2 0 0 2 1 0 7 0 8 0 0 0 0 0 10 05:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 10 0 11 0 0 0 0 0 11 05:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 12 0 14 0 0 0 0 0 14 05:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 7 0 10 0 0 0 0 0 10 Total 0 0 0 0 0 0 2 0 0 2 7 0 36 0 43 0 0 0 0 0 45 Grand Total 0 0 1 0 1 1 3 0 0 4 11 2 76 0 89 0 0 0 0 0 94 % 0 0 100 0 25 75 0 0 12.4 2.2 85.4 0 0 0 0 0 Total % 0 0 1.1 0 1.1 1.1 3.2 0 0 4.3 11.7 2.1 80.9 0 94.7 0 0 0 0 0 KEARNEY ST Southbound CUTTING BLVD Westbound BART BUS STOP EXT Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 1 0 1 0 1 0 0 1 2 1 10 0 13 0 0 0 0 0 15 04:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 7 0 7 0 0 0 0 0 8 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 11 0 13 0 0 0 0 0 13 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 12 0 13 0 0 0 0 0 13 Total Volume 0 0 1 0 1 1 1 0 0 2 4 2 40 0 46 0 0 0 0 0 49 % App. Total 0 0 100 0 50 50 0 0 8.7 4.3 87 0 0 0 0 0 PHF .000 .000 .250 .000 .250 .250 .250 .000 .000 .500 .500 .500 .833 .000 .885 .000 .000 .000 .000 .000 .817 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 16PM FINAL Site Code : 00000016 Start Date : 5/30/2012 Page No : 2 KEARNEY ST CUTTING BLVD CUTTING BLVD BART BUS STOP EXT Right 0 Thru 0 Left 1 Peds 0 In Out Total 3 1 4 Right 1 Thru 1 Left 0 Peds 0 Out Total In 5 2 7 Left 40 Thru 2 Right 4 Peds 0 Out Total In 0 46 46 Left 0 Thru 0 Right 0 Peds 0 Total Out In 41 0 41 Peak Hour Begins at 04:00 PM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 39 9 6 2 56 5 24 2 1 32 2 8 14 2 26 2 1 3 1 7 121 07:15 AM 34 39 7 0 80 6 32 2 1 41 0 4 13 7 24 0 2 3 4 9 154 07:30 AM 45 67 2 1 115 3 20 0 0 23 0 20 8 6 34 2 2 5 2 11 183 07:45 AM 45 82 3 3 133 1 27 2 1 31 0 21 23 11 55 3 6 3 6 18 237 Total 163 197 18 6 384 15 103 6 3 127 2 53 58 26 139 7 11 14 13 45 695 08:00 AM 62 53 8 1 124 1 30 0 3 34 0 33 37 14 84 1 3 1 4 9 251 08:15 AM 54 67 7 1 129 10 48 0 0 58 2 32 24 8 66 1 1 4 6 12 265 08:30 AM 48 53 3 3 107 7 48 4 0 59 4 20 22 7 53 0 3 3 5 11 230 08:45 AM 45 46 7 5 103 3 26 1 3 33 0 21 18 1 40 1 0 2 3 6 182 Total 209 219 25 10 463 21 152 5 6 184 6 106 101 30 243 3 7 10 18 38 928 Grand Total 372 416 43 16 847 36 255 11 9 311 8 159 159 56 382 10 18 24 31 83 1623 % 43.9 49.1 5.1 1.9 11.6 82 3.5 2.9 2.1 41.6 41.6 14.7 12 21.7 28.9 37.3 Total % 22.9 25.6 2.6 1 52.2 2.2 15.7 0.7 0.6 19.2 0.5 9.8 9.8 3.5 23.5 0.6 1.1 1.5 1.9 5.1 Vehicles 371 408 43 16 838 36 251 11 9 307 8 159 158 56 381 9 17 24 31 81 1607 % Vehicles 99.7 98.1 100 100 98.9 100 98.4 100 100 98.7 100 100 99.4 100 99.7 90 94.4 100 100 97.6 99 Buses 1 8 0 0 9 0 4 0 0 4 0 0 1 0 1 1 1 0 0 2 16 % Buses 0.3 1.9 0 0 1.1 0 1.6 0 0 1.3 0 0 0.6 0 0.3 10 5.6 0 0 2.4 1 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 45 82 3 3 133 1 27 2 1 31 0 21 23 11 55 3 6 3 6 18 237 08:00 AM 62 53 8 1 124 1 30 0 3 34 0 33 37 14 84 1 3 1 4 9 251 08:15 AM 54 67 7 1 129 10 48 0 0 58 2 32 24 8 66 1 1 4 6 12 265 08:30 AM 48 53 3 3 107 7 48 4 0 59 4 20 22 7 53 0 3 3 5 11 230 Total Volume 209 255 21 8 493 19 153 6 4 182 6 106 106 40 258 5 13 11 21 50 983 % App. Total 42.4 51.7 4.3 1.6 10.4 84.1 3.3 2.2 2.3 41.1 41.1 15.5 10 26 22 42 PHF .843 .777 .656 .667 .927 .475 .797 .375 .333 .771 .375 .803 .716 .714 .768 .417 .542 .688 .875 .694 .927 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 209 Thru 255 Left 21 Peds 8 In Out Total 136 493 629 Right 19 Thru 153 Left 6 Peds 4 Out Total In 40 182 222 Left 106 Thru 106 Right 6 Peds 40 Out Total In 266 258 524 Left 11 Thru 13 Right 5 Peds 21 Total Out In 468 50 518 Peak Hour Begins at 07:45 AM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 07:30 AM 1 3 0 0 4 0 2 0 0 2 0 0 1 0 1 1 0 0 0 1 8 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 8 0 0 9 0 2 0 0 2 0 1 1 0 2 1 0 0 0 1 14 08:00 AM 1 0 1 0 2 0 1 0 0 1 0 2 0 0 2 1 2 0 0 3 8 08:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 4 08:45 AM 2 2 0 0 4 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 6 Total 4 3 1 0 8 0 2 0 0 2 0 3 0 0 3 1 5 0 0 6 19 Grand Total 5 11 1 0 17 0 4 0 0 4 0 4 1 0 5 2 5 0 0 7 33 % 29.4 64.7 5.9 0 0 100 0 0 0 80 20 0 28.6 71.4 0 0 Total % 15.2 33.3 3 0 51.5 0 12.1 0 0 12.1 0 12.1 3 0 15.2 6.1 15.2 0 0 21.2 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 07:30 AM 1 3 0 0 4 0 2 0 0 2 0 0 1 0 1 1 0 0 0 1 8 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 1 0 1 0 2 0 1 0 0 1 0 2 0 0 2 1 2 0 0 3 8 Total Volume 2 6 1 0 9 0 3 0 0 3 0 3 1 0 4 2 2 0 0 4 20 % App. Total 22.2 66.7 11.1 0 0 100 0 0 0 75 25 0 50 50 0 0 PHF .500 .500 .250 .000 .563 .000 .375 .000 .000 .375 .000 .375 .250 .000 .500 .500 .250 .000 .000 .333 .625 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 2 Thru 6 Left 1 Peds 0 In Out Total 3 9 12 Right 0 Thru 3 Left 0 Peds 0 Out Total In 3 3 6 Left 1 Thru 3 Right 0 Peds 0 Out Total In 8 4 12 Left 0 Thru 2 Right 2 Peds 0 Total Out In 6 4 10 Peak Hour Begins at 07:15 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 07:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 5 08:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 1 1 0 0 2 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 5 08:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 1 6 0 0 7 0 3 0 0 3 0 0 1 0 1 0 0 0 0 0 11 Grand Total 1 8 0 0 9 0 4 0 0 4 0 0 1 0 1 1 1 0 0 2 16 % 11.1 88.9 0 0 0 100 0 0 0 0 100 0 50 50 0 0 Total % 6.2 50 0 0 56.2 0 25 0 0 25 0 0 6.2 0 6.2 6.2 6.2 0 0 12.5 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 08:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:15 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 1 1 0 0 2 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 5 Total Volume 1 5 0 0 6 0 3 0 0 3 0 0 1 0 1 0 1 0 0 1 11 % App. Total 16.7 83.3 0 0 0 100 0 0 0 0 100 0 0 100 0 0 PHF .250 .625 .000 .000 .750 .000 .375 .000 .000 .375 .000 .000 .250 .000 .250 .000 .250 .000 .000 .250 .550 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17AM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 1 Thru 5 Left 0 Peds 0 In Out Total 0 6 6 Right 0 Thru 3 Left 0 Peds 0 Out Total In 1 3 4 Left 1 Thru 0 Right 0 Peds 0 Out Total In 5 1 6 Left 0 Thru 1 Right 0 Peds 0 Total Out In 5 1 6 Peak Hour Begins at 07:45 AM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 19 42 3 0 64 2 14 1 1 18 3 45 28 4 80 2 5 9 2 18 180 04:15 PM 18 27 3 0 48 1 15 1 2 19 0 34 18 2 54 1 4 5 3 13 134 04:30 PM 25 30 3 5 63 3 25 1 2 31 4 53 9 2 68 2 4 4 6 16 178 04:45 PM 36 32 3 3 74 4 23 2 4 33 4 57 15 6 82 3 3 16 6 28 217 Total 98 131 12 8 249 10 77 5 9 101 11 189 70 14 284 8 16 34 17 75 709 05:00 PM 23 28 2 4 57 5 29 2 2 38 4 56 19 9 88 2 13 33 2 50 233 05:15 PM 19 29 7 5 60 2 28 0 3 33 0 71 19 9 99 3 2 10 2 17 209 05:30 PM 37 31 7 7 82 4 22 2 0 28 4 75 11 3 93 6 12 35 0 53 256 05:45 PM 35 29 6 1 71 4 23 0 3 30 4 65 23 5 97 1 10 34 6 51 249 Total 114 117 22 17 270 15 102 4 8 129 12 267 72 26 377 12 37 112 10 171 947 Grand Total 212 248 34 25 519 25 179 9 17 230 23 456 142 40 661 20 53 146 27 246 1656 % 40.8 47.8 6.6 4.8 10.9 77.8 3.9 7.4 3.5 69 21.5 6.1 8.1 21.5 59.3 11 Total % 12.8 15 2.1 1.5 31.3 1.5 10.8 0.5 1 13.9 1.4 27.5 8.6 2.4 39.9 1.2 3.2 8.8 1.6 14.9 Vehicles 211 243 34 25 513 25 177 9 17 228 18 456 142 40 656 18 48 146 27 239 1636 % Vehicles 99.5 98 100 100 98.8 100 98.9 100 100 99.1 78.3 100 100 100 99.2 90 90.6 100 100 97.2 98.8 Buses 1 5 0 0 6 0 2 0 0 2 5 0 0 0 5 2 5 0 0 7 20 % Buses 0.5 2 0 0 1.2 0 1.1 0 0 0.9 21.7 0 0 0 0.8 10 9.4 0 0 2.8 1.2 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 23 28 2 4 57 5 29 2 2 38 4 56 19 9 88 2 13 33 2 50 233 05:15 PM 19 29 7 5 60 2 28 0 3 33 0 71 19 9 99 3 2 10 2 17 209 05:30 PM 37 31 7 7 82 4 22 2 0 28 4 75 11 3 93 6 12 35 0 53 256 05:45 PM 35 29 6 1 71 4 23 0 3 30 4 65 23 5 97 1 10 34 6 51 249 Total Volume 114 117 22 17 270 15 102 4 8 129 12 267 72 26 377 12 37 112 10 171 947 % App. Total 42.2 43.3 8.1 6.3 11.6 79.1 3.1 6.2 3.2 70.8 19.1 6.9 7 21.6 65.5 5.8 PHF .770 .944 .786 .607 .823 .750 .879 .500 .667 .849 .750 .890 .783 .722 .952 .500 .712 .800 .417 .807 .925 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 114 Thru 117 Left 22 Peds 17 In Out Total 394 270 664 Right 15 Thru 102 Left 4 Peds 8 Out Total In 71 129 200 Left 72 Thru 267 Right 12 Peds 26 Out Total In 133 377 510 Left 112 Thru 37 Right 12 Peds 10 Total Out In 288 171 459 Peak Hour Begins at 05:00 PM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 04:15 PM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 6 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:45 PM 1 1 1 0 3 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 8 Total 1 4 1 0 6 0 1 0 0 1 0 6 1 0 7 0 3 0 0 3 17 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 05:30 PM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 4 05:45 PM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 3 Total 3 1 0 0 4 0 3 0 0 3 0 2 0 0 2 1 0 1 0 2 11 Grand Total 4 5 1 0 10 0 4 0 0 4 0 8 1 0 9 1 3 1 0 5 28 % 40 50 10 0 0 100 0 0 0 88.9 11.1 0 20 60 20 0 Total % 14.3 17.9 3.6 0 35.7 0 14.3 0 0 14.3 0 28.6 3.6 0 32.1 3.6 10.7 3.6 0 17.9 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 04:15 PM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 6 04:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:45 PM 1 1 1 0 3 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 8 Total Volume 1 4 1 0 6 0 1 0 0 1 0 6 1 0 7 0 3 0 0 3 17 % App. Total 16.7 66.7 16.7 0 0 100 0 0 0 85.7 14.3 0 0 100 0 0 PHF .250 .500 .250 .000 .500 .000 .250 .000 .000 .250 .000 .500 .250 .000 .583 .000 .375 .000 .000 .375 .531 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 1 Thru 4 Left 1 Peds 0 In Out Total 6 6 12 Right 0 Thru 1 Left 0 Peds 0 Out Total In 4 1 5 Left 1 Thru 6 Right 0 Peds 0 Out Total In 4 7 11 Left 0 Thru 3 Right 0 Peds 0 Total Out In 3 3 6 Peak Hour Begins at 04:00 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:30 PM 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 0 2 0 0 2 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 Total 1 1 0 0 2 0 1 0 0 1 3 0 0 0 3 1 3 0 0 4 10 05:00 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 4 05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 4 0 0 4 0 1 0 0 1 2 0 0 0 2 1 2 0 0 3 10 Grand Total 1 5 0 0 6 0 2 0 0 2 5 0 0 0 5 2 5 0 0 7 20 % 16.7 83.3 0 0 0 100 0 0 100 0 0 0 28.6 71.4 0 0 Total % 5 25 0 0 30 0 10 0 0 10 25 0 0 0 25 10 25 0 0 35 KEY BLVD Southbound CUTTING BLVD Westbound KEY BLVD Northbound CUTTING BLVD Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 04:15 PM 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:30 PM 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 0 2 0 0 2 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 05:00 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 4 Total Volume 1 1 0 0 2 0 1 0 0 1 3 0 0 0 3 1 4 0 0 5 11 % App. Total 50 50 0 0 0 100 0 0 100 0 0 0 20 80 0 0 PHF .250 .250 .000 .000 .500 .000 .250 .000 .000 .250 .375 .000 .000 .000 .375 .250 .500 .000 .000 .625 .550 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 17PM FINAL Site Code : 00000017 Start Date : 5/30/2012 Page No : 2 KEY BLVD CUTTING BLVD CUTTING BLVD KEY BLVD Right 1 Thru 1 Left 0 Peds 0 In Out Total 0 2 2 Right 0 Thru 1 Left 0 Peds 0 Out Total In 7 1 8 Left 0 Thru 0 Right 3 Peds 0 Out Total In 2 3 5 Left 0 Thru 4 Right 1 Peds 0 Total Out In 2 5 7 Peak Hour Begins at 04:15 PM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 14 0 2 2 18 3 8 0 16 27 2 0 12 11 25 11 117 43 4 175 245 07:15 AM 23 0 1 2 26 1 4 0 17 22 5 0 9 11 25 20 131 44 0 195 268 07:30 AM 24 0 0 1 25 0 6 0 19 25 7 0 10 8 25 17 104 54 1 176 251 07:45 AM 30 0 2 2 34 3 10 1 24 38 1 0 14 7 22 15 137 45 1 198 292 Total 91 0 5 7 103 7 28 1 76 112 15 0 45 37 97 63 489 186 6 744 1056 08:00 AM 14 0 1 7 22 1 12 1 27 41 4 0 15 5 24 11 127 37 0 175 262 08:15 AM 22 0 3 2 27 5 12 1 16 34 3 0 12 4 19 17 124 54 0 195 275 08:30 AM 23 0 1 0 24 0 6 4 18 28 3 0 20 7 30 18 98 48 1 165 247 08:45 AM 12 0 3 1 16 1 10 2 22 35 7 0 17 5 29 22 79 37 1 139 219 Total 71 0 8 10 89 7 40 8 83 138 17 0 64 21 102 68 428 176 2 674 1003 Grand Total 162 0 13 17 192 14 68 9 159 250 32 0 109 58 199 131 917 362 8 1418 2059 % 84.4 0 6.8 8.9 5.6 27.2 3.6 63.6 16.1 0 54.8 29.1 9.2 64.7 25.5 0.6 Total % 7.9 0 0.6 0.8 9.3 0.7 3.3 0.4 7.7 12.1 1.6 0 5.3 2.8 9.7 6.4 44.5 17.6 0.4 68.9 Vehicles 162 0 13 17 192 7 55 9 159 230 32 0 109 58 199 131 911 291 8 1341 1962 % Vehicles 100 0 100 100 100 50 80.9 100 100 92 100 0 100 100 100 100 99.3 80.4 100 94.6 95.3 Buses 0 0 0 0 0 7 13 0 0 20 0 0 0 0 0 0 6 71 0 77 97 % Buses 0 0 0 0 0 50 19.1 0 0 8 0 0 0 0 0 0 0.7 19.6 0 5.4 4.7 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 24 0 0 1 25 0 6 0 19 25 7 0 10 8 25 17 104 54 1 176 251 07:45 AM 30 0 2 2 34 3 10 1 24 38 1 0 14 7 22 15 137 45 1 198 292 08:00 AM 14 0 1 7 22 1 12 1 27 41 4 0 15 5 24 11 127 37 0 175 262 08:15 AM 22 0 3 2 27 5 12 1 16 34 3 0 12 4 19 17 124 54 0 195 275 Total Volume 90 0 6 12 108 9 40 3 86 138 15 0 51 24 90 60 492 190 2 744 1080 % App. Total 83.3 0 5.6 11.1 6.5 29 2.2 62.3 16.7 0 56.7 26.7 8.1 66.1 25.5 0.3 PHF .750 .000 .500 .429 .794 .450 .833 .750 .796 .841 .536 .000 .850 .750 .900 .882 .898 .880 .500 .939 .925 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 90 Thru 0 Left 6 Peds 12 In Out Total 199 108 307 Right 9 Thru 40 Left 3 Peds 86 Out Total In 513 138 651 Left 51 Thru 0 Right 15 Peds 24 Out Total In 63 90 153 Left 190 Thru 492 Right 60 Peds 2 Total Out In 181 744 925 Peak Hour Begins at 07:30 AM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 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 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 4 08:00 AM 0 0 0 0 0 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 0 0 1 0 1 4 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 2 2 0 0 4 1 1 0 0 2 0 0 1 0 1 8 Grand Total 0 1 0 0 1 4 3 0 0 7 1 1 0 0 2 0 1 1 0 2 12 % 0 100 0 0 57.1 42.9 0 0 50 50 0 0 0 50 50 0 Total % 0 8.3 0 0 8.3 33.3 25 0 0 58.3 8.3 8.3 0 0 16.7 0 8.3 8.3 0 16.7 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2 08:00 AM 0 0 0 0 0 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 0 0 1 0 1 4 Total Volume 0 1 0 0 1 3 2 0 0 5 1 1 0 0 2 0 1 1 0 2 10 % App. Total 0 100 0 0 60 40 0 0 50 50 0 0 0 50 50 0 PHF .000 .250 .000 .000 .250 .750 .500 .000 .000 .625 .250 .250 .000 .000 .250 .000 .250 .250 .000 .500 .625 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 0 Thru 1 Left 0 Peds 0 In Out Total 5 1 6 Right 3 Thru 2 Left 0 Peds 0 Out Total In 2 5 7 Left 0 Thru 1 Right 1 Peds 0 Out Total In 1 2 3 Left 1 Thru 1 Right 0 Peds 0 Total Out In 2 2 4 Peak Hour Begins at 07:45 AM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 3 1 0 0 4 0 0 0 0 0 0 0 12 0 12 16 07:15 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 8 0 8 11 07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 8 0 10 11 07:45 AM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 3 8 0 11 15 Total 0 0 0 0 0 5 7 0 0 12 0 0 0 0 0 0 5 36 0 41 53 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9 0 10 10 08:15 AM 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 0 0 8 0 8 13 08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 9 0 9 10 08:45 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 9 0 9 11 Total 0 0 0 0 0 2 6 0 0 8 0 0 0 0 0 0 1 35 0 36 44 Grand Total 0 0 0 0 0 7 13 0 0 20 0 0 0 0 0 0 6 71 0 77 97 % 0 0 0 0 35 65 0 0 0 0 0 0 0 7.8 92.2 0 Total % 0 0 0 0 0 7.2 13.4 0 0 20.6 0 0 0 0 0 0 6.2 73.2 0 79.4 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 07:00 AM 07:00 AM 0 0 0 0 0 3 1 0 0 4 0 0 0 0 0 0 0 12 0 12 16 07:15 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 8 0 8 11 07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 8 0 10 11 07:45 AM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 3 8 0 11 15 Total Volume 0 0 0 0 0 5 7 0 0 12 0 0 0 0 0 0 5 36 0 41 53 % App. Total 0 0 0 0 41.7 58.3 0 0 0 0 0 0 0 12.2 87.8 0 PHF .000 .000 .000 .000 .000 .417 .583 .000 .000 .750 .000 .000 .000 .000 .000 .000 .417 .750 .000 .854 .828 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18AM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 0 Thru 0 Left 0 Peds 0 In Out Total 41 0 41 Right 5 Thru 7 Left 0 Peds 0 Out Total In 5 12 17 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 36 Thru 5 Right 0 Peds 0 Total Out In 7 41 48 Peak Hour Begins at 07:00 AM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Vehicles - Buses BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 16 0 1 7 24 1 9 2 29 41 7 0 30 2 39 29 86 30 0 145 249 04:15 PM 10 0 2 1 13 1 9 7 23 40 11 0 35 6 52 36 69 22 4 131 236 04:30 PM 21 0 1 3 25 2 10 3 26 41 14 0 28 5 47 41 83 40 3 167 280 04:45 PM 28 0 2 2 32 3 12 1 29 45 5 0 31 5 41 41 87 38 0 166 284 Total 75 0 6 13 94 7 40 13 107 167 37 0 124 18 179 147 325 130 7 609 1049 05:00 PM 30 0 0 1 31 2 20 1 23 46 7 0 39 2 48 37 89 33 4 163 288 05:15 PM 30 0 2 1 33 3 14 6 36 59 17 0 35 12 64 44 77 35 4 160 316 05:30 PM 46 0 1 6 53 4 27 7 38 76 12 0 42 6 60 36 94 41 3 174 363 05:45 PM 42 0 2 5 49 3 14 4 26 47 12 0 35 8 55 37 109 42 5 193 344 Total 148 0 5 13 166 12 75 18 123 228 48 0 151 28 227 154 369 151 16 690 1311 Grand Total 223 0 11 26 260 19 115 31 230 395 85 0 275 46 406 301 694 281 23 1299 2360 % 85.8 0 4.2 10 4.8 29.1 7.8 58.2 20.9 0 67.7 11.3 23.2 53.4 21.6 1.8 Total % 9.4 0 0.5 1.1 11 0.8 4.9 1.3 9.7 16.7 3.6 0 11.7 1.9 17.2 12.8 29.4 11.9 1 55 Vehicles 223 0 11 26 260 10 100 31 230 371 85 0 275 46 406 301 692 204 23 1220 2257 % Vehicles 100 0 100 100 100 52.6 87 100 100 93.9 100 0 100 100 100 100 99.7 72.6 100 93.9 95.6 Buses 0 0 0 0 0 9 15 0 0 24 0 0 0 0 0 0 2 77 0 79 103 % Buses 0 0 0 0 0 47.4 13 0 0 6.1 0 0 0 0 0 0 0.3 27.4 0 6.1 4.4 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 30 0 0 1 31 2 20 1 23 46 7 0 39 2 48 37 89 33 4 163 288 05:15 PM 30 0 2 1 33 3 14 6 36 59 17 0 35 12 64 44 77 35 4 160 316 05:30 PM 46 0 1 6 53 4 27 7 38 76 12 0 42 6 60 36 94 41 3 174 363 05:45 PM 42 0 2 5 49 3 14 4 26 47 12 0 35 8 55 37 109 42 5 193 344 Total Volume 148 0 5 13 166 12 75 18 123 228 48 0 151 28 227 154 369 151 16 690 1311 % App. Total 89.2 0 3 7.8 5.3 32.9 7.9 53.9 21.1 0 66.5 12.3 22.3 53.5 21.9 2.3 PHF .804 .000 .625 .542 .783 .750 .694 .643 .809 .750 .706 .000 .899 .583 .887 .875 .846 .899 .800 .894 .903 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 148 Thru 0 Left 5 Peds 13 In Out Total 163 166 329 Right 12 Thru 75 Left 18 Peds 123 Out Total In 422 228 650 Left 151 Thru 0 Right 48 Peds 28 Out Total In 172 227 399 Left 151 Thru 369 Right 154 Peds 16 Total Out In [PHONE REDACTED] Peak Hour Begins at 05:00 PM Vehicles Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Bikes BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 4 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 PM 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 1 3 0 0 4 9 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 4 1 0 6 0 0 0 0 0 0 4 0 0 4 2 3 0 0 5 15 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 1 0 0 0 1 0 3 0 0 3 0 1 0 0 1 5 05:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2 Total 0 0 2 0 2 1 0 1 0 2 0 3 1 0 4 0 1 0 0 1 9 Grand Total 1 4 3 0 8 1 0 1 0 2 0 7 1 0 8 2 4 0 0 6 24 % 12.5 50 37.5 0 50 0 50 0 0 87.5 12.5 0 33.3 66.7 0 0 Total % 4.2 16.7 12.5 0 33.3 4.2 0 4.2 0 8.3 0 29.2 4.2 0 33.3 8.3 16.7 0 0 25 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 4 04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 PM 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 1 3 0 0 4 9 04:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 1 4 1 0 6 0 0 0 0 0 0 4 0 0 4 2 3 0 0 5 15 % App. Total 16.7 66.7 16.7 0 0 0 0 0 0 100 0 0 40 60 0 0 PHF .250 .500 .250 .000 .500 .000 .000 .000 .000 .000 .000 .500 .000 .000 .500 .500 .250 .000 .000 .313 .417 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 1 Thru 4 Left 1 Peds 0 In Out Total 4 6 10 Right 0 Thru 0 Left 0 Peds 0 Out Total In 4 0 4 Left 0 Thru 4 Right 0 Peds 0 Out Total In 6 4 10 Left 0 Thru 3 Right 2 Peds 0 Total Out In 1 5 6 Peak Hour Begins at 04:00 PM Bikes Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 1 Groups Printed- Buses BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 9 0 9 10 04:15 PM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 6 0 6 8 04:30 PM 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 0 0 13 0 13 18 04:45 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 8 0 9 12 Total 0 0 0 0 0 4 7 0 0 11 0 0 0 0 0 0 1 36 0 37 48 05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 8 0 8 10 05:15 PM 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 0 0 13 0 13 17 05:30 PM 0 0 0 0 0 3 3 0 0 6 0 0 0 0 0 0 0 11 0 11 17 05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 9 0 10 11 Total 0 0 0 0 0 5 8 0 0 13 0 0 0 0 0 0 1 41 0 42 55 Grand Total 0 0 0 0 0 9 15 0 0 24 0 0 0 0 0 0 2 77 0 79 103 % 0 0 0 0 37.5 62.5 0 0 0 0 0 0 0 2.5 97.5 0 Total % 0 0 0 0 0 8.7 14.6 0 0 23.3 0 0 0 0 0 0 1.9 74.8 0 76.7 BART DRIVEWAY Southbound HILL ST Westbound SAFEWAY DRIVEWAY Northbound HILL ST Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds 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 2 3 0 0 5 0 0 0 0 0 0 0 13 0 13 18 04:45 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 8 0 9 12 05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 8 0 8 10 05:15 PM 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 0 0 13 0 13 17 Total Volume 0 0 0 0 0 5 9 0 0 14 0 0 0 0 0 0 1 42 0 43 57 % App. Total 0 0 0 0 35.7 64.3 0 0 0 0 0 0 0 2.3 97.7 0 PHF .000 .000 .000 .000 .000 .625 .750 .000 .000 .700 .000 .000 .000 .000 .000 .000 .250 .808 .000 .827 .792 Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- File Name : 18PM FINAL Site Code : 00000018 Start Date : 5/30/2012 Page No : 2 BART DRIVEWAY HILL ST HILL ST SAFEWAY DRIVEWAY Right 0 Thru 0 Left 0 Peds 0 In Out Total 47 0 47 Right 5 Thru 9 Left 0 Peds 0 Out Total In 1 14 15 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 42 Thru 1 Right 0 Peds 0 Total Out In 9 43 52 Peak Hour Begins at 04:30 PM Buses Peak Hour Data North Traffic Data Service Campbell, CA (408) 377-2988 [EMAIL REDACTED] ---PAGE BREAK--- Appendix B Project Land Use ---PAGE BREAK--- 3/20/14 Residential (Units) Commercial (Square Feet) Existing 2013 1,340 2,016,370 Additional Capacity 2040 1,706 243,112 Total 2040 3,046 2,259,482 San Pablo Ave Specific Plan Area Development Capacity 2014-2040 ---PAGE BREAK--- 3/20/14 Residential (Units) Commercial (Square Feet) High Priority Opportunity Sites A1 1.19 150 17,000 B1 2.78 320 60,000 J 0.57 0 14,400 M4 2.06 78 40,000 U1 3.10 310 60,000 U2 1.95 130 14,000 Total High Priority 11.65 988 205,400 Planned/Entitled Projects Within the Project Area Mayfair Site 240 18,000 Osh Site 0 0 Eden Senior Housing 63 3,062 RCD Ohlone Gardens 57 4,650 McNevin* 60 12,000 5620 Central Ave 170 0 Creekside 128 0 Total Planned/Entitled 718 37,712 1,706 243,112 Total High Priority and Planned/Entitled Within Project Area San Pablo Ave Specific Plan Area Development Capacity 2014-2040 Preferred Option (Opt.2) Site No. Site Area (Acres) ---PAGE BREAK--- U1 U2 M3 A1 B1 J M4 SAN PABLO CARLSON MOESER CENTRAL ARLINGTON FAIRMOUNT ASHBURY KEY ELM RICHMOND RICHMOND UNION PACIFIC 55TH EVERETT NORVELL SCHMIDT MANILA 47TH NAVELLIER BLAKE SAN JOAQUIN DONAL STOCKTON BALRA LINCOLN PORTOLA SAN MATEO GLADYS ELLS BERK POMONA HAGEN MEADE SUTTER HILL CUTTING JORDAN COLUSA SCOTT ALVA FRESNO CLAYTON AVIS TAFT ALBEMARLE NEVIN 52ND 56TH CARL 45TH KNOTT FALL MONTEREY 49TH 59TH RIFLE RANGE VISTA 58TH BUTTE BELL GANGES VAN FLEET TERRACE LAWRENCE BETTY SHASTA 51ST SANTA CRUZ 50TH GATELY GATTO OVEREND HEIGHTS KING CENTRAL F CARQUINEZ MONO TAMALPAIS HUNTINGTON SAN JOSE BEHRENS STATE PIERCE KEARNEY 57TH FLEMING YOSEMITE MERCED ALAMEDA AVILA ISABEL JACUZZI CLUB VIEW VIEW FALLON EL DORADO MARIPOSA HARPER FRAY CREELY KENT 44TH IMPERIAL FERN PLANK 46TH CONLON LAGUNITAS BELMONT HARTNETT TULARE RYDIN SCHOOL POINSETT SAN BENITO OAK OHIO MADISON WILSON MENDOCINO COLUMBIA JEFFERSON CARLOS SNOWDON 43RD EUREKA LIBERTY GLEN MAWR WESLEY WALL LASSEN LASSEN WALNUT OSCAR JULIAN LUDWIG RIVERA ORCHARD CENTER NUNN HUMBOLDT REGENCY SEAVIEW ROGER KENILWORTH PANAMA WENK REID SAN LUIS PINEHURST TEHAMA ALTA PUNTA CABRILLO ARNO YOLO WALDO MOUND SANTA CLARA PLUMAS LEVISTON EARL VICTORIA FAIRVIEW ATWELL CASTILLA REECE MANOR NAPA HIGHLAND SACRAMENTO CORONADO BURLINGAME PLAZA MORRIS CAROL DOUGLAS DUKE EDNA HERSHEY DILLON MAIDEN KINGS ADAMS 49TH KEARNEY EUREKA EVERETT KEARNEY 45TH LIBERTY 45TH LIBERTY NEVIN CYPRESS SANTA CLARA SANTA CLARA 50TH ELM 45TH 46TH STOCKTON 43RD KEARNEY KEARNEY WALDO 47TH MARIPOSA NORVELL LEXINGTON LIBERTY MERCED BAYVIEW LIBERTY ELM EVERETT 49TH 56TH COLUMBIA Ohlone Greenway San Francisco Bay Hillside Natural Area CUTTING POTRERO MACDONALD Castro Park Hillside Natural Area Point Isabel Regional Shoreline Booker T Anderson Park State Court Park Canyon Trail Park Cerrito Vista Park Fairmount Park Harding Park Central Park Creekside Park Pacific East Mall 80 580 T T SNOWD S O D Mayfair Site FRAY Osh Site MOND LIBER ELM T M LIBER TT Eden Senior Housing EVERET ET RCD Ohlone Gardens V SA L DO V SA EL DO McNevin E 5620 Central Ave Creekside RIFLE RANGE RIFLE RANGE VISTA BETTY BETT HEIGHTS KING KING CLUB VIEW KENT KENT REGENCY REGENCY PINEHURST ATWELL DUKE DILLON EN MAIDEN Hill Hillside Hillside Natural Area Area Natu Natural Area N 03.18.2014 Data sources: El Cerrito GIS, Alta Planning, City of Berkeley GIS City Limit San Pablo Avenue Specific Plan Area Park Water Creek Major Destination Destination BART Line BART Station Planned/Entitled Projects High Priority Opportunity Site San Pablo Avenue Specific Plan Opportunity Sites * 500 0 500 250 ft N T ---PAGE BREAK--- Appendix C Project Roadway Changes ---PAGE BREAK--- Appendix C San Pablo Avenue Specific Plan/Complete Streets Plan Roadway Changes Note: The "Multi-Modal Access" plan is evaluated in the EIR Transportaiton Chapter as the Proposed Project ROW Sidewalk Parking Bike Travel Median + Travel Bike Parking Sidewalk ROW Easement Facility Lanes Turn Lane Lanes Lanes Easement UPTOWN Multi-Modal Acess See next page for more detail Yes(1) 18'(2) Varies(3) Varies(3) 11' Each 16' 11' Each Varies(3) Varies(3) 18' Yes(1) Enhanced Bike Connectivity Yes(1) 18'(2) No 6' 11' Each 16' 11' Each 6' No 18'(2) Yes(1) Enhanced Placemaking / Economic Development No 18' 8'-15' 6' 11'(4) 16' 11'(4) 6' 8'-15' 18'(2) No MIDTOWN Multi-Modal Acess No 14'-20'(5) 8' 7' 11' Each 10'-12' 11' Each 7' 8' 14'-20'(5) No Enhance Bike Connectivity No 14'-20'(5) 8 7' 11' Each 10'-12' 11' Each 7' 8' 14'-20'(5) No Enhanced Placemaking / Economic Development No 14'-20'(5) 8'-15' 7' 11'(4) 16' 11'(4) 7' 8'-15' 14'-20'(5) No DOWNTOWN Multi-Modal Acess No 14'-20'(5) 8' Green Lane 11' Each 15' 11' Each Green Lane 8' 14'-20'(5) No Enhance Bike Connectivity No 14'-20'(6) 8 6' 11' Each 15' 11' Each 6' 8 14'-20'(5) No Enhanced Placemaking / Economic Development No 14'-20'(5) 8'-15' 6' 11'(4) 16' 11'(4) 6' 8'-15' 14'-20'(5) No FOOTNOTES 1 Varies. As needed to fulfill the ground floor sidewalk requirements mentioned in FBC 2 Preferred. Will be achieved through ROW setback requirements. As needed as per FBC 3 a) Parking maintained between Wall and northern edge of City of El Cerrito boundary b) On-street parking removed between Potrero and Wall to make for on-street Class II Bike Lanes 4 One Lane removed in each direction to make for one or more improvements like: wider sidewalks (and deeper setbacks for private development), wider medians, diagonal parking, dedicated on-street class II bike lanes, etc. 5 Preferred. Varies from block to block. As needed as per FBC 6 Where possible, sidewalk south of Fairmount reduced to accommodate class II bike lanes ---PAGE BREAK--- Appendix C Uptown Design: Basis for Traffic and BEF Evaluation Using 'Multi-Modal Access' Alternative Sidewalk On-Street Block Lane Changes Bike Treatment Width Parking City Limit to Wall None Super Sharrow 18' Yes Wall to Knott None Bike Lanes 18' No Knott to Cutting Eliminate third NB lane and right turn Bike Lanes 18' No Eliminate third SB lane and RT pocket Add SB LT pocket at Cutting (take from median) Cutting to Hill Eliminate second NB LT at Cutting Bike Lanes 18' No Eliminate second SB LT at Hill Use third NB through lane to transition to a RT to Cutting eastbound Make Peerless one-way inbound Add mid-block signal to serve traffic to/from U1 Development Site Hill to Potrero None Bike Lanes 18' Yes West Side No East side (except Blake to Potrero) ---PAGE BREAK--- 2 n Figure C-1. Proposed San Pablo Avenue Improvements - Northern City Limit to Cypress Avenue Note: Lane configuration changes are not shown on this graphic. Planned Ohlone Greenway Signalized Crossing CITY LIMIT Macdonald Wall Cutting Conlon Ohio Knott Cutting Hill Blake Peerless Eastshore Potrero Carlos Cypress Super Sharrow - City Limit to Wall Avenue NB SB Class II Bicycle Lanes - Wall Avenue to Knott Avenue Class II Bicycle Lanes - Wall Avenue to Knott Avenue Class II Bicycle Lanes - Cutting Boulevard to Peerless Avenue/Eastshore Boulevard Class II Bicycle Lane with Parking - Cutting Boulevard to Potrero Avenue Class II Bicycle Lane with Parking - Peerless Avenue/Eastshore Boulevard to Potrero Avenue Cycletrack - Potrero Avenue to Lincoln Avenue Super Sharrow - City Limit to Cutting Boulevard Super Sharrow (City of Richmond) B B B B B B B Keep bus stops at Macdonald (in Richmond) Add far side bus stop Existing bus stop New traffic signal = Remove Bus Stop = Existing Bus Stop B ---PAGE BREAK--- 2 n Figure C-2. Proposed Crosswalk Improvements between Madison Avenue and Sacramento Street  NB SB Cycletrack - Potrero Avenue to Lincoln Avenue Cycletrack - Potrero Avenue to Lincoln Avenue Madison Manila Schmidt Tehama Orchard Portola Burlingame Portola Moeser Waldo Burlingame Sutter Plumas Huntington Panama Sacramento Fresno Stockton Madison Jefferson Alameda Bayview Carlos B B B B B B B B B B B Move closer to intersection Move to far side Move to far side = Remove Bus Stop = Existing Bus Stop B ---PAGE BREAK--- 2 n Figure C-3. Proposed San Pablo Avenue Improvements - Eureka Avenue to Carlson Boulevard Cycletrack - Potrero Avenue to Lincoln Avenue Super Sharrow - Lincoln Avenue to Southern City Limit Super Sharrow - Lincoln Avenue to Southern City Limit Eureka Lincoln Central Central San Diego Fairmount Carlson Columbia Van Fleet San Jose El Dorado B B B B B B B Existing bus stop Move to far side = Remove Bus Stop = Existing Bus Stop B ---PAGE BREAK--- Appendix D Project Trip Generation ---PAGE BREAK--- Baseline Trip Generation Estimates (incorporates MXD reductions for transit--oriented mixed use) Option 2 AM Site No. Site Area (Acres) Residential (DU) ITE Land Use Code Rate Trips In Trips Out Total Trips A1 1.19 150 223 Mid-Rise Apartm 0.30 12 28 40 B1 2.78 320 223 Mid-Rise Apartm 0.30 26 58 84 J 0.57 0 223 Mid-Rise Apartm 0.30 0 0 0 M4 2.06 78 223 Mid-Rise Apartm 0.30 11 23 34 U1 3.1 330 223 Mid-Rise Apartm 0.30 27 60 87 U2 1.95 150 223 Mid-Rise Apartm 0.30 12 28 40 Total 12 1028 223 Mid-Rise Apartm 0.28 88 197 285 Option 2 PM Site No. Site Area (Acres) Residential (DU) ITE Land Use Code Rate Trips In Trips Out Total Trips A1 1.19 150 223 Mid-Rise Apartm 0.39 30 21 51 B1 2.78 320 223 Mid-Rise Apartm 0.39 64 46 110 J 0.57 0 223 Mid-Rise Apartm 0.39 0 0 0 M4 2.06 78 223 Mid-Rise Apartm 0.39 76 55 131 U1 3.1 330 223 Mid-Rise Apartm 0.39 66 47 113 U2 1.95 150 223 Mid-Rise Apartm 0.39 30 21 51 Total 12 1028 223 Mid-Rise Apartm 0.44 266 190 456 Entitled Projects AM Site No. Site Area (Acres) Residential (DU) ITE Land Use Code Rate Trips In Trips Out Total Trips 1 57 223 Mid-Rise Apartm 0.30 1 3 4 2 63 223 Mid-Rise Apartm 0.30 1 2 3 3 128 223 Mid-Rise Apartm 0.30 0 0 0 5 170 220 Apartment 0.51 0 0 0 F2 0.72 60 223 Mid-Rise Apartm 0.30 3 7 10 U4 1.88 200 223 Mid-Rise Apartm 0.30 5 10 15 Total 2.6 678 223 Mid-Rise Apartm 0.05 10 22 32 Entitled Projects PM Site No. Site Area (Acres) Residential (DU) ITE Land Use Code Rate Trips In Trips Out Total Trips 1 57 223 Mid-Rise Apartm 0.39 9 6 15 2 63 223 Mid-Rise Apartm 0.39 6 4 10 3 128 223 Mid-Rise Apartm 0.39 0 0 0 5 170 220 Apartment 0.62 0 0 0 F2 0.72 60 223 Mid-Rise Apartm 0.39 23 16 39 U4 1.88 200 223 Mid-Rise Apartm 0.39 34 25 59 Total 2.6 678 223 Mid-Rise Apartm 0.18 72 51 123 ---PAGE BREAK--- Baseline Trip Generation Estimates (incorporates MXD re Option 2 AM Site No. Site Area (Acres) A1 1.19 B1 2.78 J 0.57 M4 2.06 U1 3.1 U2 1.95 Total 12 Option 2 PM Site No. Site Area (Acres) A1 1.19 B1 2.78 J 0.57 M4 2.06 U1 3.1 U2 1.95 Total 12 Entitled Projects AM Site No. Site Area (Acres) 1 2 3 5 F2 0.72 U4 1.88 Total 2.6 Entitled Projects PM Site No. Site Area (Acres) 1 2 3 5 F2 0.72 U4 1.88 Total 2.6 Commercial (sqft) Land Use C Rate Trips In Trips Out Total Trips Total Trips In Total Trips Out Total Trips 17,000 820 Shoppi 0.96 9 5 14 21 33 54 60,000 820 Shoppi 0.96 32 19 51 58 77 135 14,400 820 Shoppi 0.96 7 5 12 7 5 12 40,000 820 Shoppi 0.96 21 13 34 32 36 68 60,000 820 Shoppi 0.96 32 19 51 59 79 138 14,000 820 Shoppi 0.96 7 5 12 19 33 52 205400 820 Shopp 0.85 108 66 174 196 263 459 Commercial (sqft) Land Use C Rate Trips In Trips Out Total Trips Total Trips In Total Trips Out Total Trips 17,000 820 Shoppi 3.71 27 29 56 57 50 107 60,000 820 Shoppi 3.71 94 102 196 158 148 306 14,400 820 Shoppi 3.71 23 24 47 23 24 47 40,000 820 Shoppi 3.71 63 68 131 139 123 262 60,000 820 Shoppi 3.71 94 102 196 160 149 309 14,000 820 Shoppi 3.71 22 24 46 52 45 97 205400 820 Shopp 3.27 323 349 672 [PHONE REDACTED] Commercial (sqft) Land Use C Rate Trips In Trips Out Total Trips Total Trips In Total Trips Out Total Trips 4,650 820 Shoppi 0.96 2 2 4 3 5 8 3,062 820 Shoppi 0.96 2 1 3 3 3 6 0 820 Shoppi 0.96 0 0 0 0 0 0 0 820 Shoppi 0.96 0 0 0 0 0 0 12,000 820 Shoppi 0.96 6 4 10 9 11 20 18,000 820 Shoppi 0.96 9 6 15 14 16 30 37,712 820 Shopp 0.85 19 13 32 29 35 64 Commercial (sqft) Land Use C Rate Trips In Trips Out Total Trips Total Trips In Total Trips Out Total Trips 4,650 820 Shoppi 3.71 7 8 15 16 14 30 3,062 820 Shoppi 3.71 5 5 10 11 9 20 0 820 Shoppi 3.71 0 0 0 0 0 0 0 820 Shoppi 3.71 0 0 0 0 0 0 12,000 820 Shoppi 3.71 19 20 39 42 36 78 18,000 820 Shoppi 3.71 28 31 59 62 56 118 37,712 820 Shopp 3.26 59 64 123 131 115 246 ---PAGE BREAK--- Appendix E Traffic LOS Calculations ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 110 43 139 34 61 19 125 282 17 18 597 56 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.96 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3415 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3415 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 116 45 146 36 64 20 132 297 18 19 628 59 RTOR Reduction (vph) 0 0 117 0 12 0 0 0 8 0 4 0 Lane Group Flow (vph) 116 45 29 36 72 0 132 297 10 19 683 0 Confl. Peds. 12 7 7 17 Confl. Bikes 2 1 4 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 7.8 23.9 23.9 3.6 19.7 13.4 69.5 69.5 2.0 58.1 Effective Green, g 7.8 23.9 23.9 3.6 19.7 13.4 69.5 69.5 2.0 58.1 Actuated g/C Ratio 0.06 0.20 0.20 0.03 0.16 0.11 0.58 0.58 0.02 0.48 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 371 307 53 [PHONE REDACTED] 882 29 1653 v/s Ratio Prot c0.03 c0.02 0.02 c0.04 c0.07 0.09 0.01 c0.20 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.52 0.12 0.09 0.68 0.25 0.67 0.15 0.01 0.66 0.41 Uniform Delay, d1 54.3 39.4 39.2 57.6 43.7 51.2 11.6 10.7 58.7 20.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.94 1.10 1.00 1.00 1.00 Incremental Delay, d2 2.2 0.1 0.1 29.4 0.4 8.6 0.2 0.0 42.6 0.8 Delay 56.5 39.6 39.4 87.0 44.1 56.4 13.0 10.7 101.2 20.7 Level of Service E D D F D E B B F C Approach Delay 45.9 57.0 25.7 22.9 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 30.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 64 0 18 2 0 0 96 350 5 15 610 93 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1749 1558 1763 1770 3430 1770 3386 Flt Permitted 0.76 1.00 0.71 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1393 1558 1320 1770 3430 1770 3386 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 70 0 20 2 0 0 104 380 5 16 663 101 RTOR Reduction (vph) 0 0 17 0 0 0 0 1 0 0 15 0 Lane Group Flow (vph) 0 70 3 0 2 0 104 384 0 16 749 0 Confl. Peds. 11 4 4 11 26 19 Confl. Bikes 5 10 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Effective Green, g 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Actuated g/C Ratio 0.13 0.13 0.16 0.07 0.57 0.02 0.52 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 181 202 [PHONE REDACTED] 29 1760 v/s Ratio Prot c0.06 c0.11 0.01 c0.22 v/s Ratio Perm c0.05 0.00 0.00 v/c Ratio 0.39 0.01 0.01 0.88 0.20 0.55 0.43 Uniform Delay, d1 23.9 22.7 21.5 27.8 6.2 29.3 8.9 Progression Factor 1.00 1.00 1.00 1.11 0.35 1.03 1.26 Incremental Delay, d2 2.9 0.1 0.0 50.2 0.2 31.8 0.7 Delay 26.8 22.8 21.5 81.1 2.4 61.9 11.9 Level of Service C C C F A E B Approach Delay 25.9 21.5 19.2 12.9 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 16.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 46.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 7 17 31 11 61 33 507 75 89 677 22 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.90 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.92 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.98 0.99 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1688 1658 1770 3438 1456 1770 3445 Flt Permitted 0.93 0.89 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1587 1496 1770 3438 1456 1770 3445 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 12 7 18 32 11 64 34 528 78 93 705 23 RTOR Reduction (vph) 0 16 0 0 56 0 0 0 36 0 2 0 Lane Group Flow (vph) 0 21 0 0 51 0 34 528 42 93 726 0 Confl. Peds. 1 16 16 1 31 35 Confl. Bikes 1 4 4 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 0% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Perm Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 Actuated Green, G 7.5 7.5 1.6 32.0 32.0 6.5 36.9 Effective Green, g 7.5 7.5 1.6 32.0 32.0 6.5 36.9 Actuated g/C Ratio 0.12 0.12 0.03 0.53 0.53 0.11 0.61 Clearance Time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 4.0 2.0 4.0 Lane Grp Cap (vph) 198 187 47 1833 [PHONE REDACTED] v/s Ratio Prot 0.02 0.15 c0.05 c0.21 v/s Ratio Perm 0.01 c0.03 0.03 v/c Ratio 0.11 0.27 0.72 0.29 0.05 0.49 0.34 Uniform Delay, d1 23.3 23.8 29.0 7.7 6.7 25.2 5.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.24 0.92 Incremental Delay, d2 0.1 0.3 37.1 0.4 0.1 0.7 0.4 Delay 23.4 24.1 66.0 8.1 6.9 31.9 5.6 Level of Service C C E A A C A Approach Delay 23.4 24.1 11.0 8.6 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 162 0 864 133 217 60 383 371 0 0 565 146 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.88 1.00 0.95 1.00 0.97 0.91 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.94 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 2787 1770 3539 1493 3433 4940 3471 1521 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1770 2787 1770 3539 1493 3433 4940 3471 1521 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 169 0 900 139 226 62 399 386 0 0 589 152 RTOR Reduction (vph) 0 0 303 0 0 46 0 0 0 0 0 67 Lane Group Flow (vph) 169 0 597 139 226 16 399 386 0 0 589 85 Confl. Peds. 1 42 27 23 Confl. Bikes 1 4 10 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot custom Split NA Perm Prot NA NA Perm Protected Phases 4 4 5 3 3 5 2 6 Permitted Phases 3 6 Actuated Green, G 24.0 48.1 30.5 30.5 30.5 20.6 56.4 32.8 32.8 Effective Green, g 24.0 48.1 30.5 30.5 30.5 20.6 56.4 32.8 32.8 Actuated g/C Ratio 0.20 0.39 0.25 0.25 0.25 0.17 0.46 0.27 0.27 Clearance Time 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 Lane Grp Cap (vph) 348 1099 442 885 [PHONE REDACTED] 933 409 v/s Ratio Prot 0.10 c0.21 c0.08 0.06 c0.12 0.08 c0.17 v/s Ratio Perm 0.01 0.06 v/c Ratio 0.49 0.54 0.31 0.26 0.04 0.69 0.17 0.63 0.21 Uniform Delay, d1 43.5 28.4 37.2 36.6 34.6 47.6 19.1 39.2 34.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 0.6 0.4 0.2 0.0 3.4 0.1 1.9 0.5 Delay 44.5 29.0 37.6 36.8 34.7 51.0 19.2 41.2 35.0 Level of Service D C D D C D B D D Approach Delay 31.4 36.7 35.4 39.9 Approach LOS C D D D Intersection Summary HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length 121.9 Sum of lost time 14.0 Intersection Capacity Utilization 79.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 5 Movement EBL EBT EBR EBR2 WBL2 WBL WBT WBR NBL2 NBL NBT NBR Lane Configurations Volume (vph) 19 74 20 20 53 61 9 95 14 30 472 136 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.71 1.00 1.00 1.00 1.00 0.91 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.99 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1844 1131 1780 1583 1770 3438 1441 Flt Permitted 0.99 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1844 1131 1780 1583 1770 3438 1441 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 20 76 21 21 55 63 9 98 14 31 487 140 RTOR Reduction (vph) 0 0 38 0 0 0 0 87 0 0 0 86 Lane Group Flow (vph) 0 96 4 0 0 0 127 11 0 45 487 54 Confl. Peds. 52 25 34 Confl. Bikes 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% Turn Type Split NA Perm Split Split NA Perm Prot Prot NA Perm Protected Phases 3 3 7 7 7 5 5 2 Permitted Phases 3 7 2 Actuated Green, G 17.2 17.2 17.6 17.6 9.4 61.9 61.9 Effective Green, g 17.2 17.2 17.6 17.6 9.4 61.9 61.9 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.06 0.38 0.38 Clearance Time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 Lane Grp Cap (vph) 195 120 193 [PHONE REDACTED] 550 v/s Ratio Prot c0.05 c0.07 0.03 0.14 v/s Ratio Perm 0.00 0.01 0.04 v/c Ratio 0.49 0.04 0.66 0.06 0.44 0.37 0.10 Uniform Delay, d1 68.3 65.0 69.4 64.8 73.8 36.1 32.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.1 7.9 0.2 3.0 0.4 0.2 Delay 70.3 65.1 77.2 65.0 76.8 36.5 32.3 Level of Service E E E E E D C Approach Delay 68.7 71.9 38.3 Approach LOS E E D Intersection Summary HCM 2000 Control Delay 60.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length 162.1 Sum of lost time 20.0 Intersection Capacity Utilization 103.8% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 6 Movement SBL SBT SBR SBR2 NEL2 NEL NER NER2 Lane Configurations Volume (vph) 248 791 511 5 10 187 215 53 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.95 0.87 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.94 0.92 0.85 Flt Protected 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3433 3117 2825 1402 Flt Permitted 0.95 1.00 0.98 1.00 Satd. Flow (perm) 3433 3117 2825 1402 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 256 815 527 5 10 193 222 55 RTOR Reduction (vph) 0 0 0 0 0 81 0 0 Lane Group Flow (vph) 256 1347 0 0 0 350 0 49 Confl. Peds. 25 6 34 52 Confl. Bikes 1 1 Heavy Vehicles 2% 4% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Split NA Free Protected Phases 1 6 4 4 Permitted Phases Free Actuated Green, G 17.7 71.2 27.7 162.1 Effective Green, g 17.7 71.2 27.7 162.1 Actuated g/C Ratio 0.11 0.44 0.17 1.00 Clearance Time 4.0 4.0 4.0 Vehicle Extension 3.0 5.0 3.0 Lane Grp Cap (vph) 374 1369 482 1402 v/s Ratio Prot c0.07 c0.43 c0.12 v/s Ratio Perm 0.03 v/c Ratio 0.68 0.98 0.73 0.03 Uniform Delay, d1 69.5 44.9 63.6 0.0 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.1 20.5 5.4 0.0 Delay 74.6 65.4 69.0 0.0 Level of Service E E E A Approach Delay 66.9 61.9 Approach LOS E E Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 50 155 178 69 284 70 120 371 21 89 758 28 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1741 1863 1541 1754 3404 1770 3404 1770 3471 1545 Flt Permitted 0.31 1.00 1.00 0.45 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 564 1863 1541 828 3404 1770 3404 1770 3471 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 53 165 189 73 302 74 128 395 22 95 806 30 RTOR Reduction (vph) 0 0 156 0 21 0 0 3 0 0 0 12 Lane Group Flow (vph) 53 165 33 73 355 0 128 414 0 95 806 18 Confl. Peds. 30 12 12 30 24 9 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G 19.1 19.1 19.1 19.1 19.1 13.7 68.5 10.4 65.2 65.2 Effective Green, g 19.1 19.1 19.1 19.1 19.1 13.7 68.5 10.4 65.2 65.2 Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.18 0.13 0.63 0.10 0.60 0.60 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 99 329 272 146 [PHONE REDACTED] 170 2095 932 v/s Ratio Prot 0.09 c0.10 c0.07 0.12 c0.05 c0.23 v/s Ratio Perm 0.09 0.02 0.09 0.01 v/c Ratio 0.54 0.50 0.12 0.50 0.59 0.57 0.19 0.56 0.38 0.02 Uniform Delay, d1 40.4 40.2 37.4 40.1 40.9 44.4 8.2 46.6 11.0 8.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.09 0.34 1.00 1.00 1.00 Incremental Delay, d2 5.5 1.2 0.2 2.7 1.6 3.4 0.2 3.9 0.5 0.0 Delay 45.9 41.4 37.6 42.8 42.4 52.0 3.0 50.6 11.6 8.6 Level of Service D D D D D D A D B A Approach Delay 40.2 42.5 14.5 15.5 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 24.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 10 35 37 6 18 32 508 26 64 936 14 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.96 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1667 1718 1770 3410 1770 3461 Flt Permitted 0.95 0.82 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1605 1448 1770 3410 1770 3461 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 11 38 40 7 20 35 552 28 70 1017 15 RTOR Reduction (vph) 0 34 0 0 16 0 0 2 0 0 0 0 Lane Group Flow (vph) 0 28 0 0 51 0 35 578 0 70 1032 0 Confl. Peds. 8 8 8 8 11 18 Confl. Bikes 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 8 4 5 2 1 6 Permitted Phases 8 4 Actuated Green, G 11.2 11.2 4.8 77.9 8.9 82.0 Effective Green, g 11.2 11.2 4.8 77.9 8.9 82.0 Actuated g/C Ratio 0.10 0.10 0.04 0.72 0.08 0.76 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 166 150 78 2459 145 2627 v/s Ratio Prot c0.02 0.17 c0.04 c0.30 v/s Ratio Perm 0.02 c0.04 v/c Ratio 0.17 0.34 0.45 0.23 0.48 0.39 Uniform Delay, d1 44.2 45.0 50.3 5.1 47.4 4.5 Progression Factor 1.00 1.00 0.88 0.22 1.37 0.56 Incremental Delay, d2 0.5 1.3 3.9 0.2 2.4 0.4 Delay 44.6 46.3 47.9 1.3 67.1 2.9 Level of Service D D D A E A Approach Delay 44.6 46.3 4.0 7.0 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 8.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 130 89 549 72 76 832 Ideal Flow 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.94 0.98 1.00 1.00 Flt Protected 0.97 1.00 0.95 1.00 Satd. Flow (prot) 1696 3376 1770 3471 Flt Permitted 0.97 1.00 0.95 1.00 Satd. Flow (perm) 1696 3376 1770 3471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 138 95 584 77 81 885 RTOR Reduction (vph) 25 0 8 0 0 0 Lane Group Flow (vph) 208 0 653 0 81 885 Confl. Peds. 6 5 Confl. Bikes 1 1 Heavy Vehicles 2% 2% 5% 2% 2% 4% Turn Type NA NA Prot NA Protected Phases 4 2 1 6 Permitted Phases Actuated Green, G 18.2 68.6 11.2 82.8 Effective Green, g 18.2 68.6 11.2 82.8 Actuated g/C Ratio 0.17 0.64 0.10 0.77 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 285 2144 183 2661 v/s Ratio Prot c0.12 0.19 c0.05 c0.25 v/s Ratio Perm v/c Ratio 0.73 0.30 0.44 0.33 Uniform Delay, d1 42.6 8.9 45.5 3.9 Progression Factor 1.00 0.30 0.80 0.35 Incremental Delay, d2 9.2 0.4 1.6 0.3 Delay 51.8 3.1 38.2 1.7 Level of Service D A D A Approach Delay 51.8 3.1 4.8 Approach LOS D A A Intersection Summary HCM 2000 Control Delay 10.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 66.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 12 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 289 76 30 488 84 116 919 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1519 1770 3358 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1519 1770 3358 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 314 83 33 530 91 126 999 RTOR Reduction (vph) 0 66 0 12 0 0 0 Lane Group Flow (vph) 314 17 33 609 0 126 999 Confl. Peds. 24 7 Confl. Bikes 3 1 Heavy Vehicles 2% 2% 2% 5% 2% 2% 4% Turn Type NA Perm Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 21.7 21.7 5.4 65.1 11.2 70.9 Effective Green, g 21.7 21.7 5.4 65.1 11.2 70.9 Actuated g/C Ratio 0.20 0.20 0.05 0.60 0.10 0.66 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 355 305 88 2024 183 2278 v/s Ratio Prot c0.18 0.02 c0.18 c0.07 c0.29 v/s Ratio Perm 0.01 v/c Ratio 0.88 0.05 0.38 0.30 0.69 0.44 Uniform Delay, d1 41.9 34.9 49.7 10.4 46.7 8.9 Progression Factor 1.00 1.00 0.81 0.41 0.82 1.35 Incremental Delay, d2 22.0 0.1 2.6 0.4 9.9 0.6 Delay 64.0 34.9 42.9 4.6 48.4 12.7 Level of Service E C D A D B Approach Delay 57.9 6.6 16.7 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 208 0 88 6 416 111 179 952 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Frt 0.96 1.00 0.97 1.00 1.00 Flt Protected 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1676 1770 3301 1770 3471 Flt Permitted 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1676 1770 3301 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 226 0 96 7 452 [PHONE REDACTED] 0 RTOR Reduction (vph) 0 0 0 0 65 0 0 22 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 257 0 7 551 0 195 1035 0 Confl. Peds. 19 23 23 19 15 Confl. Bikes 3 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 20.7 1.4 63.9 13.4 75.9 Effective Green, g 20.7 1.4 63.9 13.4 75.9 Actuated g/C Ratio 0.19 0.01 0.59 0.12 0.70 Clearance Time 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 4.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 321 22 1953 219 2439 v/s Ratio Prot 0.00 c0.17 c0.11 c0.30 v/s Ratio Perm 0.15 v/c Ratio 0.80 0.32 0.28 0.89 0.42 Uniform Delay, d1 41.7 52.8 10.8 46.6 6.8 Progression Factor 1.00 0.97 0.64 0.74 0.38 Incremental Delay, d2 13.7 8.0 0.4 29.7 0.5 Delay 55.3 59.0 7.2 64.1 3.0 Level of Service E E A E A Approach Delay 0.0 55.3 7.8 12.7 Approach LOS A E A B Intersection Summary HCM 2000 Control Delay 17.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 179 247 93 70 297 38 73 276 34 45 797 149 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.99 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1764 1511 3446 1770 3376 1770 3387 Flt Permitted 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1764 1511 3446 1770 3376 1770 3387 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 183 252 95 71 303 39 74 282 35 46 813 152 RTOR Reduction (vph) 0 0 75 0 8 0 0 7 0 0 12 0 Lane Group Flow (vph) 165 270 20 0 405 0 74 310 0 46 953 0 Confl. Peds. 34 23 8 7 Confl. Bikes 3 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 23.1 23.1 23.1 22.1 12.0 42.1 7.2 37.3 Effective Green, g 23.1 23.1 23.1 22.1 12.0 42.1 7.2 37.3 Actuated g/C Ratio 0.21 0.21 0.21 0.20 0.11 0.39 0.07 0.35 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 359 377 323 [PHONE REDACTED] 118 1169 v/s Ratio Prot 0.10 c0.15 c0.12 c0.04 0.09 0.03 c0.28 v/s Ratio Perm 0.01 v/c Ratio 0.46 0.72 0.06 0.57 0.38 0.24 0.39 0.81 Uniform Delay, d1 37.0 39.4 33.8 38.7 44.5 22.1 48.3 32.2 Progression Factor 1.00 1.00 1.00 1.00 0.58 0.44 1.15 0.93 Incremental Delay, d2 0.9 6.4 0.1 1.1 1.2 0.4 1.9 5.7 Delay 37.9 45.8 33.9 39.9 27.2 10.1 57.7 35.5 Level of Service D D C D C B E D Approach Delay 41.2 39.9 13.4 36.5 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 34.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length 108.0 Sum of lost time 13.5 Intersection Capacity Utilization 90.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 3 184 11 71 162 49 28 339 66 68 918 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.96 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1841 1770 1780 1770 3344 1770 3466 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1841 1770 1780 1770 3344 1770 3466 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 3 198 12 76 174 53 30 365 71 73 987 8 RTOR Reduction (vph) 0 2 0 0 9 0 0 13 0 0 0 0 Lane Group Flow (vph) 3 208 0 76 218 0 30 423 0 73 995 0 Confl. Peds. 32 25 11 18 Confl. Bikes 1 2 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 23.4 9.1 30.3 6.0 52.8 8.7 55.5 Effective Green, g 2.2 23.4 9.1 30.3 6.0 52.8 8.7 55.5 Actuated g/C Ratio 0.02 0.22 0.08 0.28 0.06 0.49 0.08 0.51 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 36 398 149 499 98 1634 142 1781 v/s Ratio Prot 0.00 c0.11 c0.04 0.12 0.02 0.13 c0.04 c0.29 v/s Ratio Perm v/c Ratio 0.08 0.52 0.51 0.44 0.31 0.26 0.51 0.56 Uniform Delay, d1 51.9 37.4 47.3 31.8 49.0 16.2 47.6 17.9 Progression Factor 1.00 1.00 1.00 1.00 1.50 0.26 1.23 0.54 Incremental Delay, d2 1.0 1.2 2.9 0.6 1.7 0.4 2.3 0.9 Delay 52.9 38.6 50.2 32.5 75.1 4.6 60.7 10.6 Level of Service D D D C E A E B Approach Delay 38.8 36.9 9.1 14.0 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 10/30/2013 Existing Conditions 8 Report Timing Plan: AM Peak Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 94 392 24 31 26 125 448 43 63 902 19 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.94 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1487 1770 1716 1770 3384 1770 3454 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1487 1770 1716 1770 3384 1770 3454 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 24 101 422 26 33 28 134 482 46 68 970 20 RTOR Reduction (vph) 0 0 324 0 21 0 0 5 0 0 1 0 Lane Group Flow (vph) 24 101 98 26 40 0 134 523 0 68 989 0 Confl. Peds. 47 9 18 44 Confl. Bikes 4 3 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 25.0 25.0 6.0 27.0 13.8 52.0 12.0 50.2 Effective Green, g 4.0 25.0 25.0 6.0 27.0 13.8 52.0 12.0 50.2 Actuated g/C Ratio 0.04 0.23 0.23 0.06 0.25 0.13 0.48 0.11 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 65 431 344 98 [PHONE REDACTED] 196 1605 v/s Ratio Prot c0.01 0.05 0.01 0.02 c0.08 0.15 0.04 c0.29 v/s Ratio Perm c0.07 v/c Ratio 0.37 0.23 0.28 0.27 0.09 0.59 0.32 0.35 0.62 Uniform Delay, d1 50.8 33.7 34.1 48.9 31.1 44.4 17.2 44.4 21.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.57 Incremental Delay, d2 3.5 0.3 0.5 1.5 0.1 4.1 0.5 0.9 1.6 Delay 54.3 34.0 34.6 50.3 31.2 48.6 17.7 28.7 14.0 Level of Service D C C D C D B C B Approach Delay 35.3 36.9 23.9 14.9 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 23.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 72.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 110 43 151 36 61 19 141 327 20 18 630 56 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.96 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3417 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 116 45 159 38 64 20 148 344 21 19 663 59 RTOR Reduction (vph) 0 0 127 0 12 0 0 0 9 0 4 0 Lane Group Flow (vph) 116 45 32 38 72 0 148 344 12 19 718 0 Confl. Peds. 12 7 7 17 Confl. Bikes 2 1 4 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 7.8 23.9 23.9 3.6 19.7 13.9 69.5 69.5 2.0 57.6 Effective Green, g 7.8 23.9 23.9 3.6 19.7 13.9 69.5 69.5 2.0 57.6 Actuated g/C Ratio 0.06 0.20 0.20 0.03 0.16 0.12 0.58 0.58 0.02 0.48 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 371 307 53 [PHONE REDACTED] 882 29 1640 v/s Ratio Prot c0.03 c0.02 0.02 c0.04 c0.08 0.10 0.01 c0.21 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.52 0.12 0.10 0.72 0.25 0.72 0.17 0.01 0.66 0.44 Uniform Delay, d1 54.3 39.4 39.3 57.7 43.7 51.2 11.8 10.7 58.7 20.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.10 1.00 1.00 1.00 Incremental Delay, d2 2.2 0.1 0.1 36.9 0.4 11.7 0.2 0.0 42.6 0.9 Delay 56.5 39.6 39.4 94.6 44.1 58.3 13.2 10.7 101.2 21.4 Level of Service E D D F D E B B F C Approach Delay 45.6 59.9 26.1 23.4 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 31.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 64 0 18 2 0 0 96 414 5 15 657 93 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1749 1558 1763 1770 3431 1770 3392 Flt Permitted 0.76 1.00 0.71 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1393 1558 1320 1770 3431 1770 3392 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 70 0 20 2 0 0 104 450 5 16 714 101 RTOR Reduction (vph) 0 0 17 0 0 0 0 1 0 0 13 0 Lane Group Flow (vph) 0 70 3 0 2 0 104 454 0 16 802 0 Confl. Peds. 11 4 4 11 26 19 Confl. Bikes 5 10 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Effective Green, g 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Actuated g/C Ratio 0.13 0.13 0.16 0.07 0.57 0.02 0.52 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 181 202 [PHONE REDACTED] 29 1763 v/s Ratio Prot c0.06 c0.13 0.01 c0.24 v/s Ratio Perm c0.05 0.00 0.00 v/c Ratio 0.39 0.01 0.01 0.88 0.23 0.55 0.45 Uniform Delay, d1 23.9 22.7 21.5 27.8 6.4 29.3 9.1 Progression Factor 1.00 1.00 1.00 1.13 0.33 1.04 1.30 Incremental Delay, d2 2.9 0.1 0.0 49.6 0.3 31.6 0.8 Delay 26.8 22.8 21.5 80.9 2.4 62.1 12.6 Level of Service C C C F A E B Approach Delay 25.9 21.5 17.0 13.5 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 7 19 31 11 72 36 560 75 96 717 22 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.91 1.00 0.98 1.00 1.00 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1676 1638 1770 3357 1770 3446 Flt Permitted 0.93 0.90 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1575 1490 1770 3357 1770 3446 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 12 7 20 32 11 75 38 583 78 100 747 23 RTOR Reduction (vph) 0 18 0 0 66 0 0 11 0 0 2 0 Lane Group Flow (vph) 0 22 0 0 52 0 38 650 0 100 768 0 Confl. Peds. 16 16 16 16 31 35 Confl. Bikes 1 4 4 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 0% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.5 7.5 1.6 31.9 6.6 36.9 Effective Green, g 7.5 7.5 1.6 31.9 6.6 36.9 Actuated g/C Ratio 0.12 0.12 0.03 0.53 0.11 0.61 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 196 186 47 1784 194 2119 v/s Ratio Prot 0.02 0.19 c0.06 c0.22 v/s Ratio Perm 0.01 c0.04 v/c Ratio 0.11 0.28 0.81 0.36 0.52 0.36 Uniform Delay, d1 23.3 23.8 29.0 8.2 25.2 5.7 Progression Factor 1.00 1.00 1.00 1.00 1.25 0.87 Incremental Delay, d2 0.1 0.3 60.7 0.6 0.9 0.5 Delay 23.4 24.1 89.8 8.7 32.5 5.4 Level of Service C C F A C A Approach Delay 23.4 24.1 13.1 8.5 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 181 163 768 160 221 60 403 427 74 77 530 146 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.94 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1574 1770 3539 1487 1770 3438 1428 1770 3342 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1574 1770 3539 1487 1770 3438 1428 1770 3342 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 189 170 800 167 230 62 420 445 77 80 552 152 RTOR Reduction (vph) 0 0 153 0 0 48 0 0 45 0 18 0 Lane Group Flow (vph) 189 170 647 167 230 14 420 445 32 80 686 0 Confl. Peds. 1 42 27 23 Confl. Bikes 1 4 10 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 23.5 23.5 56.3 30.3 30.3 30.3 32.8 54.0 54.0 9.7 30.9 Effective Green, g 23.5 23.5 56.3 30.3 30.3 30.3 32.8 54.0 54.0 9.7 30.9 Actuated g/C Ratio 0.18 0.18 0.43 0.23 0.23 0.23 0.25 0.41 0.41 0.07 0.23 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 316 332 673 407 815 [PHONE REDACTED] 586 130 785 v/s Ratio Prot 0.11 0.09 c0.24 c0.09 0.06 0.24 0.13 0.05 c0.21 v/s Ratio Perm 0.17 0.01 0.02 v/c Ratio 0.60 0.51 0.96 0.41 0.28 0.04 0.95 0.32 0.05 0.62 0.87 Uniform Delay, d1 49.7 48.8 36.6 43.0 41.6 39.3 48.6 26.2 23.4 59.1 48.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.0 1.3 25.4 0.7 0.2 0.1 30.8 0.3 0.1 8.4 11.5 Delay 52.7 50.2 62.0 43.7 41.8 39.4 79.4 26.5 23.4 67.5 59.9 Level of Service D D E D D D E C C E E Approach Delay 58.7 42.2 49.8 60.7 Approach LOS E D D E Intersection Summary HCM 2000 Control Delay 54.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length 131.5 Sum of lost time 14.0 Intersection Capacity Utilization 93.8% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 76 83 11 132 14 30 594 87 90 891 557 5 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.93 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1779 1583 1770 3438 1468 1770 3156 Flt Permitted 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1779 1583 1770 3438 1468 1770 3156 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 78 86 11 136 14 31 612 90 93 919 574 5 RTOR Reduction (vph) 0 0 0 114 0 0 0 54 0 0 0 0 Lane Group Flow (vph) 0 0 175 22 0 45 612 36 93 1498 0 0 Confl. Peds. 34 25 6 Confl. Bikes 1 1 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 20.1 20.1 9.0 51.1 51.1 13.2 56.3 Effective Green, g 20.1 20.1 9.0 51.1 51.1 13.2 56.3 Actuated g/C Ratio 0.16 0.16 0.07 0.40 0.40 0.10 0.45 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 282 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 0.03 0.18 c0.05 c0.47 v/s Ratio Perm 0.01 0.02 v/c Ratio 0.62 0.09 0.36 0.44 0.06 0.51 1.07 Uniform Delay, d1 49.6 45.3 55.9 27.3 23.0 53.5 35.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.2 0.1 1.7 0.5 0.1 2.2 43.8 Delay 53.8 45.5 57.7 27.8 23.1 55.7 78.9 Level of Service D D E C C E E Approach Delay 50.2 29.0 77.5 Approach LOS D C E Intersection Summary HCM 2000 Control Delay 57.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length 126.4 Sum of lost time 16.0 Intersection Capacity Utilization 106.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 10 205 219 53 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.90 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.92 0.85 Flt Protected 0.98 1.00 Satd. Flow (prot) 2927 1402 Flt Permitted 0.98 1.00 Satd. Flow (perm) 2927 1402 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 Adj. Flow (vph) 10 211 226 55 RTOR Reduction (vph) 0 75 0 0 Lane Group Flow (vph) 0 378 0 49 Confl. Peds. 34 52 Confl. Bikes Heavy Vehicles 2% 2% 2% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 26.0 126.4 Effective Green, g 26.0 126.4 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 602 1402 v/s Ratio Prot c0.13 v/s Ratio Perm 0.03 v/c Ratio 0.63 0.03 Uniform Delay, d1 45.8 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 2.1 0.0 Delay 47.9 0.0 Level of Service D A Approach Delay 43.2 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 62 155 191 69 284 70 134 432 21 89 825 47 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1542 1770 3405 1770 3408 1770 3471 1545 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1542 1770 3405 1770 3408 1770 3471 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 66 165 203 73 302 74 143 460 22 95 878 50 RTOR Reduction (vph) 0 0 159 0 22 0 0 0 0 0 0 27 Lane Group Flow (vph) 66 165 44 73 354 0 143 482 0 95 878 23 Confl. Peds. 30 12 12 30 24 9 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 7.0 23.5 23.5 7.6 24.1 13.7 54.3 9.6 50.2 50.2 Effective Green, g 7.0 23.5 23.5 7.6 24.1 13.7 54.3 9.6 50.2 50.2 Actuated g/C Ratio 0.06 0.22 0.22 0.07 0.22 0.13 0.50 0.09 0.46 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 114 405 335 124 [PHONE REDACTED] 157 1613 718 v/s Ratio Prot 0.04 0.09 c0.04 c0.10 c0.08 0.14 0.05 c0.25 v/s Ratio Perm 0.03 0.02 v/c Ratio 0.58 0.41 0.13 0.59 0.47 0.64 0.28 0.61 0.54 0.03 Uniform Delay, d1 49.1 36.3 34.0 48.7 36.4 44.8 15.6 47.4 20.7 15.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.45 0.64 1.00 1.00 1.00 Incremental Delay, d2 7.0 0.7 0.2 7.0 0.5 5.8 0.4 6.4 1.3 0.1 Delay 56.0 36.9 34.2 55.7 36.8 70.7 10.3 53.8 22.0 15.8 Level of Service E D C E D E B D C B Approach Delay 38.6 39.9 24.1 24.7 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 29.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 69.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 10 35 40 6 20 32 580 29 67 1013 14 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.99 0.97 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1667 1716 1770 3438 1583 1770 3471 1583 Flt Permitted 0.96 0.81 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1611 1428 1770 3438 1583 1770 3471 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 11 38 43 7 22 35 630 32 73 1101 15 RTOR Reduction (vph) 0 34 0 0 17 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 28 0 0 55 0 35 630 32 73 1101 15 Confl. Peds. 8 8 8 8 11 18 Confl. Bikes 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 6 Permitted Phases 8 4 Actuated Green, G 11.2 11.2 4.8 77.8 51.8 9.0 82.0 22.0 Effective Green, g 11.2 11.2 4.8 77.8 51.8 9.0 82.0 22.0 Actuated g/C Ratio 0.10 0.10 0.04 0.72 0.48 0.08 0.76 0.20 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 Lane Grp Cap (vph) 167 148 78 2476 [PHONE REDACTED] 322 v/s Ratio Prot c0.02 0.18 0.02 c0.04 c0.32 0.01 v/s Ratio Perm 0.02 c0.04 v/c Ratio 0.17 0.37 0.45 0.25 0.04 0.50 0.42 0.05 Uniform Delay, d1 44.1 45.1 50.3 5.2 14.9 47.3 4.6 34.6 Progression Factor 1.00 1.00 0.85 0.19 0.58 1.35 0.31 1.15 Incremental Delay, d2 0.5 1.6 3.9 0.2 0.1 2.3 0.4 0.2 Delay 44.6 46.7 46.5 1.2 8.7 66.4 1.8 40.0 Level of Service D D D A A E A D Approach Delay 44.6 46.7 3.9 6.3 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 8.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 130 89 625 72 76 911 Ideal Flow 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 0.85 1.00 1.00 Flt Protected 0.97 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1696 3438 1583 1770 3471 Flt Permitted 0.97 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1696 3438 1583 1770 3471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 138 95 665 77 81 969 RTOR Reduction (vph) 25 0 0 0 0 0 Lane Group Flow (vph) 208 0 665 77 81 969 Confl. Peds. 6 5 Confl. Bikes 1 1 Heavy Vehicles 2% 2% 5% 2% 2% 4% Turn Type NA NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases Actuated Green, G 18.2 68.6 44.6 11.2 82.8 Effective Green, g 18.2 68.6 44.6 11.2 82.8 Actuated g/C Ratio 0.17 0.64 0.41 0.10 0.77 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 285 2183 [PHONE REDACTED] v/s Ratio Prot c0.12 0.19 0.05 c0.05 c0.28 v/s Ratio Perm v/c Ratio 0.73 0.30 0.12 0.44 0.36 Uniform Delay, d1 42.6 8.9 19.6 45.5 4.1 Progression Factor 1.00 0.29 0.60 0.87 0.23 Incremental Delay, d2 9.2 0.2 0.4 1.6 0.4 Delay 51.8 2.7 12.1 41.2 1.3 Level of Service D A B D A Approach Delay 51.8 3.7 4.4 Approach LOS D A A Intersection Summary HCM 2000 Control Delay 9.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 298 93 30 546 93 134 980 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1519 1770 3438 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1519 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 324 101 33 593 [PHONE REDACTED] RTOR Reduction (vph) 0 80 0 0 0 0 0 Lane Group Flow (vph) 324 21 33 593 [PHONE REDACTED] Confl. Peds. 24 7 Confl. Bikes 3 1 Heavy Vehicles 2% 2% 2% 5% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 22.1 22.1 5.4 64.4 39.3 11.5 70.5 Effective Green, g 22.1 22.1 5.4 64.4 39.3 11.5 70.5 Actuated g/C Ratio 0.20 0.20 0.05 0.60 0.36 0.11 0.65 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 362 310 88 2050 [PHONE REDACTED] v/s Ratio Prot c0.18 c0.02 0.17 0.06 c0.08 c0.31 v/s Ratio Perm 0.01 v/c Ratio 0.90 0.07 0.38 0.29 0.18 0.78 0.47 Uniform Delay, d1 41.8 34.6 49.7 10.6 23.3 47.0 9.4 Progression Factor 1.00 1.00 0.78 0.41 0.66 0.74 1.53 Incremental Delay, d2 23.4 0.1 2.6 0.2 0.6 17.2 0.7 Delay 65.2 34.7 41.6 4.5 16.1 52.0 15.1 Level of Service E C D A B D B Approach Delay 58.0 7.8 19.5 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 22.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 64.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 209 0 90 6 481 [PHONE REDACTED] 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1676 1770 3438 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1676 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 227 0 98 7 523 [PHONE REDACTED] 0 RTOR Reduction (vph) 0 0 0 0 135 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 190 0 7 523 [PHONE REDACTED] 0 Confl. Peds. 19 23 23 19 15 Confl. Bikes 3 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 18.0 1.4 66.6 42.6 13.4 78.6 Effective Green, g 18.0 1.4 66.6 42.6 13.4 78.6 Actuated g/C Ratio 0.17 0.01 0.62 0.39 0.12 0.73 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 279 22 2120 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.15 0.08 c0.11 c0.32 v/s Ratio Perm 0.11 v/c Ratio 0.68 0.32 0.25 0.20 0.91 0.44 Uniform Delay, d1 42.3 52.8 9.4 21.5 46.7 5.9 Progression Factor 1.00 0.95 0.63 0.74 0.71 0.31 Incremental Delay, d2 7.2 7.9 0.1 0.7 32.5 0.2 Delay 49.5 58.1 6.0 16.5 65.7 2.0 Level of Service D E A B E A Approach Delay 0.0 49.5 8.5 11.7 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 16.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 190 273 105 71 329 55 89 315 37 59 835 160 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1764 1511 3432 1770 3379 1770 3385 Flt Permitted 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1764 1511 3432 1770 3379 1770 3385 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 194 279 107 72 336 56 91 321 38 60 852 163 RTOR Reduction (vph) 0 0 83 0 10 0 0 7 0 0 13 0 Lane Group Flow (vph) 175 298 24 0 454 0 91 352 0 60 1002 0 Confl. Peds. 34 23 8 7 Confl. Bikes 3 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 23.9 23.9 23.9 22.6 12.0 40.8 7.2 36.0 Effective Green, g 23.9 23.9 23.9 22.6 12.0 40.8 7.2 36.0 Actuated g/C Ratio 0.22 0.22 0.22 0.21 0.11 0.38 0.07 0.33 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 371 390 334 [PHONE REDACTED] 118 1128 v/s Ratio Prot 0.10 c0.17 c0.13 c0.05 0.10 0.03 c0.30 v/s Ratio Perm 0.02 v/c Ratio 0.47 0.76 0.07 0.63 0.46 0.28 0.51 0.89 Uniform Delay, d1 36.6 39.4 33.3 38.9 45.0 23.3 48.7 34.1 Progression Factor 1.00 1.00 1.00 1.00 0.65 0.51 1.16 0.92 Incremental Delay, d2 0.9 8.6 0.1 1.8 1.7 0.5 3.1 9.6 Delay 37.5 48.0 33.4 40.7 30.8 12.5 59.6 41.1 Level of Service D D C D C B E D Approach Delay 42.2 40.7 16.2 42.2 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 37.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length 108.0 Sum of lost time 13.5 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 3 184 11 90 162 81 28 364 81 91 947 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.95 1.00 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1841 1770 1744 1770 3333 1770 3466 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1841 1770 1744 1770 3333 1770 3466 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 3 198 12 97 174 87 30 391 87 98 1018 8 RTOR Reduction (vph) 0 2 0 0 16 0 0 15 0 0 0 0 Lane Group Flow (vph) 3 208 0 97 245 0 30 463 0 98 1026 0 Confl. Peds. 32 25 11 18 Confl. Bikes 1 2 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 23.4 9.2 30.4 6.0 52.3 9.1 55.4 Effective Green, g 2.2 23.4 9.2 30.4 6.0 52.3 9.1 55.4 Actuated g/C Ratio 0.02 0.22 0.09 0.28 0.06 0.48 0.08 0.51 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 36 398 150 490 98 1614 149 1777 v/s Ratio Prot 0.00 0.11 c0.05 c0.14 0.02 0.14 c0.06 c0.30 v/s Ratio Perm v/c Ratio 0.08 0.52 0.65 0.50 0.31 0.29 0.66 0.58 Uniform Delay, d1 51.9 37.4 47.8 32.4 49.0 16.7 47.9 18.2 Progression Factor 1.00 1.00 1.00 1.00 1.49 0.25 1.22 0.56 Incremental Delay, d2 1.0 1.2 9.2 0.8 1.7 0.4 6.9 0.9 Delay 52.9 38.6 57.0 33.3 74.9 4.6 65.3 11.2 Level of Service D D E C E A E B Approach Delay 38.8 39.7 8.8 15.9 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 20.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 94 392 32 31 30 125 484 48 65 948 19 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.94 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1487 1770 1705 1770 3382 1770 3454 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1487 1770 1705 1770 3382 1770 3454 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 24 101 422 34 33 32 134 520 52 70 1019 20 RTOR Reduction (vph) 0 0 324 0 24 0 0 6 0 0 1 0 Lane Group Flow (vph) 24 101 98 34 41 0 134 566 0 70 1038 0 Confl. Peds. 47 9 18 44 Confl. Bikes 4 3 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 25.0 25.0 6.0 27.0 13.8 52.0 12.0 50.2 Effective Green, g 4.0 25.0 25.0 6.0 27.0 13.8 52.0 12.0 50.2 Actuated g/C Ratio 0.04 0.23 0.23 0.06 0.25 0.13 0.48 0.11 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 65 431 344 98 [PHONE REDACTED] 196 1605 v/s Ratio Prot 0.01 0.05 c0.02 0.02 c0.08 0.17 0.04 c0.30 v/s Ratio Perm c0.07 v/c Ratio 0.37 0.23 0.28 0.35 0.10 0.59 0.35 0.36 0.65 Uniform Delay, d1 50.8 33.7 34.1 49.1 31.1 44.4 17.4 44.4 22.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.64 0.60 Incremental Delay, d2 3.5 0.3 0.5 2.1 0.1 4.1 0.6 1.0 1.7 Delay 54.3 34.0 34.6 51.2 31.2 48.6 18.0 29.6 14.9 Level of Service D C C D C D B C B Approach Delay 35.3 38.1 23.8 15.9 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midblock Driveway 5/19/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 4 9 56 11 39 13 892 39 29 1429 5 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 0.95 1.00 0.99 1.00 1.00 Flt Protected 0.98 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1695 1710 1770 5042 1770 3537 Flt Permitted 0.93 0.82 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1597 1444 1770 5042 1770 3537 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 4 10 61 12 42 14 970 42 32 1553 5 RTOR Reduction (vph) 0 9 0 0 31 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 12 0 0 84 0 14 1009 0 32 1558 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.2 7.2 0.7 41.1 1.8 42.2 Effective Green, g 7.2 7.2 0.7 41.1 1.8 42.2 Actuated g/C Ratio 0.11 0.11 0.01 0.65 0.03 0.67 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 182 164 19 3284 50 2365 v/s Ratio Prot 0.01 0.20 c0.02 c0.44 v/s Ratio Perm 0.01 c0.06 v/c Ratio 0.07 0.51 0.74 0.31 0.64 0.66 Uniform Delay, d1 25.0 26.3 31.1 4.8 30.3 6.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 2.7 88.4 0.1 24.7 0.7 Delay 25.1 29.0 119.5 4.8 55.0 6.9 Level of Service C C F A D A Approach Delay 25.1 29.0 6.4 7.8 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 8.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length 63.1 Sum of lost time 13.0 Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 329 208 123 83 138 31 316 709 64 70 431 97 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.94 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3336 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3336 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 339 214 127 86 142 32 326 731 66 72 444 100 RTOR Reduction (vph) 0 0 98 0 8 0 0 0 36 0 14 0 Lane Group Flow (vph) 339 214 29 86 166 0 326 731 30 72 530 0 Confl. Peds. 18 17 19 31 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 11.0 27.6 27.6 8.9 25.5 20.0 54.8 54.8 7.7 42.5 Effective Green, g 11.0 27.6 27.6 8.9 25.5 20.0 54.8 54.8 7.7 42.5 Actuated g/C Ratio 0.09 0.23 0.23 0.07 0.21 0.17 0.46 0.46 0.06 0.35 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 428 353 131 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 c0.11 0.05 0.09 c0.18 c0.21 0.04 0.16 v/s Ratio Perm 0.02 0.02 v/c Ratio 1.08 0.50 0.08 0.66 0.43 1.11 0.46 0.04 0.64 0.45 Uniform Delay, d1 54.5 40.2 36.3 54.1 41.0 50.0 22.4 18.1 54.8 29.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.83 1.18 5.53 1.00 1.00 Incremental Delay, d2 73.6 0.9 0.1 11.3 0.8 81.8 0.9 0.1 11.2 1.2 Delay 128.1 41.1 36.4 65.3 41.8 123.4 27.3 100.1 66.0 31.0 Level of Service F D D E D F C F E C Approach Delay 83.6 49.6 59.5 35.1 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 59.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 88.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 140 0 27 11 3 3 95 883 2 17 577 60 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1554 1756 1770 3470 1770 3408 Flt Permitted 0.75 1.00 0.83 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1389 1554 1499 1770 3470 1770 3408 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 147 0 28 12 3 3 100 929 2 18 607 63 RTOR Reduction (vph) 0 0 22 0 2 0 0 0 0 0 10 0 Lane Group Flow (vph) 0 147 6 0 16 0 100 931 0 18 660 0 Confl. Peds. 6 6 25 28 Confl. Bikes 14 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Effective Green, g 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Actuated g/C Ratio 0.20 0.20 0.22 0.07 0.51 0.01 0.45 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 275 308 [PHONE REDACTED] 23 1539 v/s Ratio Prot c0.06 c0.27 0.01 0.19 v/s Ratio Perm c0.11 0.00 0.01 v/c Ratio 0.53 0.02 0.05 0.85 0.53 0.78 0.43 Uniform Delay, d1 21.6 19.3 18.3 27.7 10.0 29.5 11.2 Progression Factor 1.00 1.00 1.00 1.32 0.70 1.06 1.49 Incremental Delay, d2 3.6 0.0 0.1 40.6 1.1 99.6 0.8 Delay 25.2 19.4 18.4 77.1 8.1 130.8 17.4 Level of Service C B B E A F B Approach Delay 24.3 18.4 14.8 20.4 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 17.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 18 15 37 27 6 79 36 962 116 72 631 17 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.94 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.90 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.99 0.99 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1683 1641 1770 3471 1482 1770 3451 Flt Permitted 0.92 0.93 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1569 1538 1770 3471 1482 1770 3451 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 19 16 39 28 6 82 38 1002 121 75 657 18 RTOR Reduction (vph) 0 34 0 0 72 0 0 0 50 0 2 0 Lane Group Flow (vph) 0 40 0 0 44 0 38 1002 71 75 673 0 Confl. Peds. 17 17 15 27 Confl. Bikes 2 12 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Perm Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 Actuated Green, G 7.4 7.4 2.4 35.0 35.0 3.6 36.2 Effective Green, g 7.4 7.4 2.4 35.0 35.0 3.6 36.2 Actuated g/C Ratio 0.12 0.12 0.04 0.58 0.58 0.06 0.60 Clearance Time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 4.0 2.0 4.0 Lane Grp Cap (vph) 193 189 70 2024 [PHONE REDACTED] v/s Ratio Prot 0.02 c0.29 c0.04 0.20 v/s Ratio Perm 0.03 c0.03 0.05 v/c Ratio 0.21 0.23 0.54 0.50 0.08 0.71 0.32 Uniform Delay, d1 23.7 23.7 28.3 7.3 5.5 27.7 5.9 Progression Factor 1.00 1.00 0.98 1.52 2.62 1.39 0.56 Incremental Delay, d2 0.2 0.2 4.3 0.8 0.2 15.5 0.4 Delay 23.9 24.0 31.9 12.0 14.5 53.8 3.7 Level of Service C C C B B D A Approach Delay 23.9 24.0 12.9 8.7 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 12.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 183 0 557 96 349 81 397 870 0 0 511 185 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.88 1.00 0.95 1.00 0.97 0.91 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.96 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 2721 1770 3539 1524 3433 4988 3471 1550 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1770 2721 1770 3539 1524 3433 4988 3471 1550 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 191 0 580 100 364 84 414 906 0 0 532 193 RTOR Reduction (vph) 0 0 500 0 0 70 0 0 0 0 0 112 Lane Group Flow (vph) 191 0 80 100 364 14 414 906 0 0 532 81 Confl. Peds. 1 26 14 8 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot custom Split NA Perm Prot NA NA Perm Protected Phases 4 3 3 5 2 6 Permitted Phases 4 3 6 Actuated Green, G 16.6 16.6 20.7 20.7 20.7 18.4 71.7 50.3 50.3 Effective Green, g 16.6 16.6 20.7 20.7 20.7 18.4 71.7 50.3 50.3 Actuated g/C Ratio 0.14 0.14 0.17 0.17 0.17 0.15 0.60 0.42 0.42 Clearance Time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 Lane Grp Cap (vph) 244 376 305 610 [PHONE REDACTED] 1454 649 v/s Ratio Prot c0.11 0.06 c0.10 c0.12 0.18 c0.15 v/s Ratio Perm 0.03 0.01 0.05 v/c Ratio 0.78 0.21 0.33 0.60 0.06 0.79 0.30 0.37 0.12 Uniform Delay, d1 50.0 45.9 43.5 45.8 41.5 48.9 11.9 23.9 21.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.82 0.87 0.85 1.78 Incremental Delay, d2 15.0 0.3 0.6 1.6 0.1 5.7 0.2 0.7 0.4 Delay 65.0 46.2 44.2 47.4 41.6 45.7 10.5 21.1 38.3 Level of Service E D D D D D B C D Approach Delay 50.8 45.9 21.5 25.7 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 33.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length 120.0 Sum of lost time 14.0 Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 5 Movement EBL EBT EBR EBR2 WBL2 WBL WBT WBR NBL2 NBL NBT NBR Lane Configurations Volume (vph) 23 50 18 16 75 51 39 233 96 128 697 135 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.76 1.00 0.99 1.00 1.00 0.93 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.98 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1834 1209 1794 1561 1770 3471 1471 Flt Permitted 0.98 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1834 1209 1794 1561 1770 3471 1471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 24 53 19 17 80 54 41 248 102 136 741 144 RTOR Reduction (vph) 0 0 34 0 0 0 0 223 0 0 0 82 Lane Group Flow (vph) 0 77 2 0 0 0 175 25 0 238 741 62 Confl. Peds. 53 23 34 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% Turn Type Split NA Perm Split Split NA Perm Prot Prot NA Perm Protected Phases 3 3 7 7 7 5 5 2 Permitted Phases 3 7 2 Actuated Green, G 6.4 6.4 12.0 12.0 11.0 51.9 51.9 Effective Green, g 6.4 6.4 12.0 12.0 11.0 51.9 51.9 Actuated g/C Ratio 0.05 0.05 0.10 0.10 0.09 0.43 0.43 Clearance Time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 Lane Grp Cap (vph) 97 64 179 [PHONE REDACTED] 636 v/s Ratio Prot c0.04 c0.10 c0.13 0.21 v/s Ratio Perm 0.00 0.02 0.04 v/c Ratio 0.79 0.03 0.98 0.16 1.47 0.49 0.10 Uniform Delay, d1 56.1 53.9 53.9 49.4 54.5 24.6 20.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 34.6 0.2 60.1 0.5 241.5 1.2 0.3 Delay 90.8 54.0 113.9 49.9 296.0 25.7 20.5 Level of Service F D F D F C C Approach Delay 79.1 76.4 82.3 Approach LOS E E F Intersection Summary HCM 2000 Control Delay 72.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length 120.0 Sum of lost time 20.0 Intersection Capacity Utilization 88.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 6 Movement SBL SBT SBR SBR2 NEL2 NEL NER NER2 Lane Configurations Volume (vph) 408 556 174 8 17 307 114 15 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.97 0.95 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.96 0.96 0.85 Flt Protected 0.95 1.00 0.96 1.00 Satd. Flow (prot) 3433 3266 3196 1401 Flt Permitted 0.95 1.00 0.96 1.00 Satd. Flow (perm) 3433 3266 3196 1401 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 434 591 185 9 18 327 121 16 RTOR Reduction (vph) 0 0 0 0 0 132 0 0 Lane Group Flow (vph) 434 785 0 0 0 336 0 14 Confl. Peds. 23 10 34 53 Confl. Bikes 2 2 Heavy Vehicles 2% 4% 2% 2% 2% 2% 0% 2% Turn Type Prot NA Split NA Free Protected Phases 1 6 4 4 Permitted Phases Free Actuated Green, G 18.7 60.6 11.0 120.0 Effective Green, g 18.7 60.6 11.0 120.0 Actuated g/C Ratio 0.16 0.51 0.09 1.00 Clearance Time 4.0 4.0 4.0 Vehicle Extension 3.0 5.0 3.0 Lane Grp Cap (vph) 534 1649 292 1401 v/s Ratio Prot c0.13 c0.24 c0.11 v/s Ratio Perm 0.01 v/c Ratio 0.81 0.48 1.15 0.01 Uniform Delay, d1 49.0 19.4 54.5 0.0 Progression Factor 1.10 0.69 1.00 1.00 Incremental Delay, d2 8.2 0.9 100.2 0.0 Delay 62.3 14.2 154.7 0.0 Level of Service E B F A Approach Delay 31.3 150.2 Approach LOS C F Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 108 180 101 69 168 48 140 866 58 83 555 36 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1740 1863 1537 1755 3394 1770 3422 1770 3471 1524 Flt Permitted 0.50 1.00 1.00 0.37 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 910 1863 1537 688 3394 1770 3422 1770 3471 1524 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 111 186 104 71 173 49 144 893 60 86 572 37 RTOR Reduction (vph) 0 0 87 0 24 0 0 4 0 0 0 14 Lane Group Flow (vph) 111 186 17 71 198 0 144 949 0 86 572 23 Confl. Peds. 22 11 11 22 34 19 Confl. Bikes 4 1 11 5 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G 19.0 19.0 19.0 19.0 19.0 14.9 75.5 9.5 70.1 70.1 Effective Green, g 19.0 19.0 19.0 19.0 19.0 14.9 75.5 9.5 70.1 70.1 Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.17 0.13 0.66 0.08 0.61 0.61 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 151 310 256 114 [PHONE REDACTED] 147 2134 937 v/s Ratio Prot 0.10 0.06 c0.08 c0.28 0.05 0.16 v/s Ratio Perm c0.12 0.01 0.10 0.01 v/c Ratio 0.74 0.60 0.07 0.62 0.35 0.62 0.42 0.59 0.27 0.02 Uniform Delay, d1 45.1 44.0 40.0 44.2 42.0 46.9 9.0 50.4 10.1 8.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.32 0.25 1.00 1.00 1.00 Incremental Delay, d2 16.9 3.1 0.1 10.1 0.4 4.7 0.5 5.8 0.3 0.0 Delay 62.0 47.1 40.1 54.3 42.4 66.4 2.8 56.2 10.4 8.6 Level of Service E D D D D E A E B A Approach Delay 49.4 45.3 11.1 16.0 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 22.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 14 25 33 3 30 68 975 40 95 585 11 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 Frt 0.95 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1704 1674 1770 3444 1770 3459 Flt Permitted 0.92 0.87 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1591 1500 1770 3444 1770 3459 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 23 15 26 34 3 31 71 1016 42 99 609 11 RTOR Reduction (vph) 0 23 0 0 27 0 0 2 0 0 1 0 Lane Group Flow (vph) 0 41 0 0 41 0 71 1056 0 99 619 0 Confl. Peds. 12 13 13 12 16 16 Confl. Bikes 1 6 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 8 4 5 2 1 6 Permitted Phases 8 4 Actuated Green, G 13.6 13.6 6.4 74.8 15.6 84.0 Effective Green, g 13.6 13.6 6.4 74.8 15.6 84.0 Actuated g/C Ratio 0.12 0.12 0.06 0.66 0.14 0.74 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 189 178 99 2259 242 2548 v/s Ratio Prot c0.04 c0.31 c0.06 0.18 v/s Ratio Perm 0.03 c0.03 v/c Ratio 0.22 0.23 0.72 0.47 0.41 0.24 Uniform Delay, d1 45.4 45.5 52.9 9.7 45.0 4.8 Progression Factor 1.00 1.00 1.30 0.39 1.18 1.13 Incremental Delay, d2 0.6 0.7 19.1 0.6 1.1 0.2 Delay 46.0 46.1 87.8 4.4 54.3 5.7 Level of Service D D F A D A Approach Delay 46.0 46.1 9.7 12.4 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 11 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 125 147 1 926 105 70 630 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.98 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.93 0.98 1.00 1.00 Flt Protected 0.98 1.00 0.95 1.00 Satd. Flow (prot) 1659 3384 1770 3471 Flt Permitted 0.98 0.95 0.95 1.00 Satd. Flow (perm) 1659 3231 1770 3471 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 129 152 1 955 108 72 649 RTOR Reduction (vph) 39 0 0 6 0 0 0 Lane Group Flow (vph) 242 0 0 1058 0 72 649 Confl. Peds. 18 33 Confl. Bikes 1 11 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm NA Prot NA Protected Phases 4 2 1 6 Permitted Phases 2 Actuated Green, G 20.4 73.6 10.0 86.6 Effective Green, g 20.4 73.6 10.0 86.6 Actuated g/C Ratio 0.18 0.65 0.09 0.76 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 296 2085 155 2636 v/s Ratio Prot c0.15 c0.04 0.19 v/s Ratio Perm c0.33 v/c Ratio 0.82 0.51 0.46 0.25 Uniform Delay, d1 45.0 10.6 49.5 4.1 Progression Factor 1.00 0.27 1.09 0.73 Incremental Delay, d2 16.0 0.8 2.2 0.2 Delay 61.0 3.7 56.2 3.2 Level of Service E A E A Approach Delay 61.0 3.7 8.5 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 13.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 78.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 12 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 173 86 56 961 145 146 564 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1534 1770 3370 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1534 1770 3370 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 182 91 59 1012 153 154 594 RTOR Reduction (vph) 0 77 0 9 0 0 0 Lane Group Flow (vph) 182 14 59 1156 0 154 594 Confl. Peds. 17 29 Confl. Bikes 2 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 17.6 17.6 7.2 72.9 13.5 79.2 Effective Green, g 17.6 17.6 7.2 72.9 13.5 79.2 Actuated g/C Ratio 0.15 0.15 0.06 0.64 0.12 0.69 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 273 [PHONE REDACTED] 209 2411 v/s Ratio Prot c0.10 0.03 c0.34 c0.09 0.17 v/s Ratio Perm 0.01 v/c Ratio 0.67 0.06 0.53 0.54 0.74 0.25 Uniform Delay, d1 45.4 41.1 51.8 11.3 48.5 6.4 Progression Factor 1.00 1.00 0.65 0.31 0.78 0.50 Incremental Delay, d2 6.0 0.1 3.9 0.8 12.2 0.2 Delay 51.5 41.2 37.3 4.3 50.0 3.4 Level of Service D D D A D A Approach Delay 48.1 5.9 13.0 Approach LOS D A B Intersection Summary HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 65.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 122 0 57 6 1082 120 141 612 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00 Frt 0.96 1.00 0.99 1.00 1.00 Flt Protected 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1655 1770 3383 1770 3471 Flt Permitted 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1655 1770 3383 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 128 0 60 6 1139 126 148 644 0 RTOR Reduction (vph) 0 0 0 0 62 0 0 7 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 126 0 6 1258 0 148 644 0 Confl. Peds. 14 35 35 14 31 Confl. Bikes 2 8 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 21.6 1.4 67.0 15.4 81.0 Effective Green, g 21.6 1.4 67.0 15.4 81.0 Actuated g/C Ratio 0.19 0.01 0.59 0.14 0.71 Clearance Time 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 4.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 313 21 1988 239 2466 v/s Ratio Prot 0.00 c0.37 c0.08 0.19 v/s Ratio Perm 0.08 v/c Ratio 0.40 0.29 0.63 0.62 0.26 Uniform Delay, d1 40.5 55.8 15.4 46.5 5.9 Progression Factor 1.00 1.11 0.36 0.98 0.63 Incremental Delay, d2 1.2 5.2 1.1 4.6 0.2 Delay 41.7 67.3 6.7 50.4 4.0 Level of Service D E A D A Approach Delay 0.0 41.7 6.9 12.6 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 71.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 329 237 140 63 219 63 192 896 65 49 503 114 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.96 0.99 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 1.00 0.99 1.00 0.97 Flt Protected 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1754 1523 3386 1770 3415 1770 3365 Flt Permitted 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1754 1523 3386 1770 3415 1770 3365 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 350 252 149 67 233 67 204 953 69 52 535 121 RTOR Reduction (vph) 0 0 117 0 18 0 0 4 0 0 16 0 Lane Group Flow (vph) 294 308 32 0 349 0 204 1018 0 52 640 0 Confl. Peds. 22 22 31 20 Confl. Bikes 3 3 5 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 24.7 24.7 24.7 21.7 18.6 46.9 7.2 35.5 Effective Green, g 24.7 24.7 24.7 21.7 18.6 46.9 7.2 35.5 Actuated g/C Ratio 0.22 0.22 0.22 0.19 0.16 0.41 0.06 0.31 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 364 380 329 [PHONE REDACTED] 111 1047 v/s Ratio Prot 0.17 c0.18 c0.10 0.12 c0.30 0.03 c0.19 v/s Ratio Perm 0.02 v/c Ratio 0.81 0.81 0.10 0.54 0.71 0.72 0.47 0.61 Uniform Delay, d1 42.4 42.4 35.7 41.7 45.1 28.1 51.6 33.4 Progression Factor 1.00 1.00 1.00 1.00 0.58 0.45 0.97 0.73 Incremental Delay, d2 12.4 12.3 0.1 0.9 5.7 2.4 3.0 2.6 Delay 54.8 54.7 35.9 42.6 31.7 15.2 53.2 26.9 Level of Service D D D D C B D C Approach Delay 51.0 42.6 17.9 28.8 Approach LOS D D B C Intersection Summary HCM 2000 Control Delay 31.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length 114.0 Sum of lost time 13.5 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 10 156 33 91 143 106 83 989 90 104 655 9 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.96 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.94 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1797 1770 1680 1770 3398 1770 3461 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1797 1770 1680 1770 3398 1770 3461 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 11 170 36 99 155 115 90 1075 98 113 712 10 RTOR Reduction (vph) 0 7 0 0 22 0 0 5 0 0 1 0 Lane Group Flow (vph) 11 199 0 99 248 0 90 1168 0 113 721 0 Confl. Peds. 31 60 38 34 Confl. Bikes 2 7 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.7 11.5 34.0 9.0 52.5 11.3 54.8 Effective Green, g 2.2 24.7 11.5 34.0 9.0 52.5 11.3 54.8 Actuated g/C Ratio 0.02 0.22 0.10 0.30 0.08 0.46 0.10 0.48 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 34 389 178 [PHONE REDACTED] 175 1663 v/s Ratio Prot 0.01 0.11 c0.06 c0.15 0.05 c0.34 c0.06 0.21 v/s Ratio Perm v/c Ratio 0.32 0.51 0.56 0.50 0.65 0.75 0.65 0.43 Uniform Delay, d1 55.2 39.3 48.8 32.9 51.0 25.3 49.4 19.4 Progression Factor 1.00 1.00 1.00 1.00 1.30 0.30 1.17 0.43 Incremental Delay, d2 5.5 1.1 3.7 0.8 6.7 2.2 7.1 0.7 Delay 60.6 40.5 52.6 33.7 72.9 9.8 65.2 9.0 Level of Service E D D C E A E A Approach Delay 41.5 38.8 14.3 16.6 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 20.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 82.9% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 10/30/2013 Existing Conditions 8 Report Timing Plan: PM Peak Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 21 179 256 98 116 [PHONE REDACTED] 134 152 604 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.98 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1440 1770 1677 1770 3371 1770 3441 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1440 1770 1677 1770 3371 1770 3441 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 22 188 269 103 122 [PHONE REDACTED] 141 160 636 24 RTOR Reduction (vph) 0 0 207 0 34 0 0 9 0 0 2 0 Lane Group Flow (vph) 22 188 62 103 232 0 300 1185 0 160 658 0 Confl. Peds. 75 24 40 38 Confl. Bikes 3 1 7 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 26.4 26.4 12.1 34.5 19.0 47.5 15.0 43.5 Effective Green, g 4.0 26.4 26.4 12.1 34.5 19.0 47.5 15.0 43.5 Actuated g/C Ratio 0.04 0.23 0.23 0.11 0.30 0.17 0.42 0.13 0.38 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 62 431 333 187 [PHONE REDACTED] 232 1313 v/s Ratio Prot 0.01 0.10 c0.06 c0.14 c0.17 c0.35 c0.09 0.19 v/s Ratio Perm 0.04 v/c Ratio 0.35 0.44 0.19 0.55 0.46 1.02 0.84 0.69 0.50 Uniform Delay, d1 53.7 37.4 35.2 48.4 32.2 47.5 29.9 47.3 26.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.66 Incremental Delay, d2 3.5 0.7 0.3 3.5 0.7 56.8 6.4 7.6 1.3 Delay 57.2 38.1 35.5 51.9 32.8 104.3 36.3 41.5 19.0 Level of Service E D D D C F D D B Approach Delay 37.5 38.1 49.9 23.4 Approach LOS D D D C Intersection Summary HCM 2000 Control Delay 39.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 88.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 329 208 158 89 138 31 349 838 70 70 569 97 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.94 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3364 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3364 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 339 214 163 92 142 32 360 864 72 72 587 100 RTOR Reduction (vph) 0 0 129 0 8 0 0 0 39 0 10 0 Lane Group Flow (vph) 339 214 34 92 166 0 360 864 33 72 677 0 Confl. Peds. 18 17 19 31 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 11.0 25.1 25.1 10.5 24.6 20.0 55.7 55.7 7.7 43.4 Effective Green, g 11.0 25.1 25.1 10.5 24.6 20.0 55.7 55.7 7.7 43.4 Actuated g/C Ratio 0.09 0.21 0.21 0.09 0.21 0.17 0.46 0.46 0.06 0.36 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 389 321 154 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 c0.11 0.05 0.09 c0.20 c0.25 0.04 0.20 v/s Ratio Perm 0.02 0.02 v/c Ratio 1.08 0.55 0.11 0.60 0.45 1.22 0.54 0.05 0.64 0.56 Uniform Delay, d1 54.5 42.4 38.4 52.7 41.8 50.0 22.9 17.6 54.8 30.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.94 1.25 4.06 1.00 1.00 Incremental Delay, d2 73.6 1.7 0.1 6.1 0.9 123.3 1.1 0.1 11.2 1.8 Delay 128.1 44.1 38.5 58.8 42.7 170.2 29.9 71.7 66.0 32.5 Level of Service F D D E D F C E E C Approach Delay 82.6 48.2 71.2 35.6 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 63.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 140 0 27 11 3 3 95 1051 2 17 756 60 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1554 1756 1770 3470 1770 3422 Flt Permitted 0.75 1.00 0.83 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1389 1554 1499 1770 3470 1770 3422 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 147 0 28 12 3 3 100 1106 2 18 796 63 RTOR Reduction (vph) 0 0 22 0 2 0 0 0 0 0 8 0 Lane Group Flow (vph) 0 147 6 0 16 0 100 1108 0 18 851 0 Confl. Peds. 6 6 25 28 Confl. Bikes 14 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Effective Green, g 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Actuated g/C Ratio 0.20 0.20 0.22 0.07 0.51 0.01 0.45 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 275 308 [PHONE REDACTED] 23 1545 v/s Ratio Prot c0.06 c0.32 0.01 0.25 v/s Ratio Perm c0.11 0.00 0.01 v/c Ratio 0.53 0.02 0.05 0.85 0.63 0.78 0.55 Uniform Delay, d1 21.6 19.3 18.3 27.7 10.8 29.5 12.0 Progression Factor 1.00 1.00 1.00 1.25 0.78 1.00 1.66 Incremental Delay, d2 3.6 0.0 0.1 37.4 1.4 96.2 1.3 Delay 25.2 19.4 18.4 72.1 9.9 125.7 21.1 Level of Service C B B E A F C Approach Delay 24.3 18.4 15.0 23.3 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 58.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 18 16 43 27 7 102 41 1107 116 98 785 17 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.98 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.90 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1672 1614 1770 3407 1770 3455 Flt Permitted 0.89 0.94 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1513 1533 1770 3407 1770 3455 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 19 17 45 28 7 106 43 1153 121 102 818 18 RTOR Reduction (vph) 0 39 0 0 93 0 0 9 0 0 2 0 Lane Group Flow (vph) 0 42 0 0 48 0 43 1265 0 102 834 0 Confl. Peds. 17 17 17 17 15 27 Confl. Bikes 2 12 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.4 7.4 2.4 33.8 4.8 36.2 Effective Green, g 7.4 7.4 2.4 33.8 4.8 36.2 Actuated g/C Ratio 0.12 0.12 0.04 0.56 0.08 0.60 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 186 189 70 1919 141 2084 v/s Ratio Prot 0.02 c0.37 c0.06 0.24 v/s Ratio Perm 0.03 c0.03 v/c Ratio 0.22 0.25 0.61 0.66 0.72 0.40 Uniform Delay, d1 23.7 23.8 28.3 9.1 27.0 6.2 Progression Factor 1.00 1.00 1.00 1.00 1.43 0.53 Incremental Delay, d2 0.2 0.3 10.7 1.8 13.2 0.5 Delay 23.9 24.1 39.1 10.9 51.7 3.8 Level of Service C C D B D A Approach Delay 23.9 24.1 11.8 9.0 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 206 213 445 132 358 81 452 1021 105 185 485 185 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.96 1.00 1.00 0.95 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1575 1770 3539 1522 1770 3471 1498 1770 3325 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1575 1770 3539 1522 1770 3471 1498 1770 3325 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 215 222 464 138 373 84 471 1064 109 193 505 193 RTOR Reduction (vph) 0 0 185 0 0 66 0 0 52 0 28 0 Lane Group Flow (vph) 215 222 279 138 373 18 471 1064 57 193 670 0 Confl. Peds. 1 26 14 8 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 21.3 21.3 54.2 26.3 26.3 26.3 32.9 46.6 46.6 16.3 30.0 Effective Green, g 21.3 21.3 54.2 26.3 26.3 26.3 32.9 46.6 46.6 16.3 30.0 Actuated g/C Ratio 0.17 0.17 0.44 0.21 0.21 0.21 0.26 0.37 0.37 0.13 0.24 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 302 318 723 373 747 [PHONE REDACTED] 560 231 801 v/s Ratio Prot c0.12 0.12 0.10 0.08 c0.11 c0.27 0.31 0.11 c0.20 v/s Ratio Perm 0.08 0.01 0.04 v/c Ratio 0.71 0.70 0.39 0.37 0.50 0.06 1.01 0.82 0.10 0.84 0.84 Uniform Delay, d1 48.7 48.6 23.9 42.0 43.3 39.2 45.8 35.1 25.3 52.8 44.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.7 6.5 0.3 0.6 0.5 0.1 43.8 4.7 0.2 22.2 8.4 Delay 56.4 55.1 24.2 42.6 43.8 39.3 89.6 39.8 25.5 75.0 53.3 Level of Service E E C D D D F D C E D Approach Delay 39.5 42.9 53.1 58.0 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 49.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length 124.5 Sum of lost time 14.0 Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 106 34 82 311 96 128 942 80 95 750 216 8 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.92 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1806 1562 1770 3471 1463 1770 3274 Flt Permitted 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1806 1562 1770 3471 1463 1770 3274 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 113 36 87 331 [PHONE REDACTED] 85 101 798 230 9 RTOR Reduction (vph) 0 0 0 223 0 0 0 41 0 1 0 0 Lane Group Flow (vph) 0 0 236 108 0 238 1002 44 101 1036 0 0 Confl. Peds. 34 23 10 Confl. Bikes 1 4 2 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 22.5 22.5 20.0 50.8 50.8 13.7 45.5 Effective Green, g 22.5 22.5 20.0 50.8 50.8 13.7 45.5 Actuated g/C Ratio 0.17 0.17 0.15 0.39 0.39 0.11 0.35 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 313 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.13 c0.13 0.29 0.06 c0.32 v/s Ratio Perm 0.07 0.03 v/c Ratio 0.75 0.40 0.88 0.74 0.08 0.54 0.90 Uniform Delay, d1 51.0 47.6 53.7 33.8 24.8 55.1 40.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.9 1.0 25.3 2.6 0.1 3.2 10.6 Delay 60.9 48.6 79.0 36.4 24.9 58.3 50.7 Level of Service E D E D C E D Approach Delay 53.7 43.3 51.4 Approach LOS D D D Intersection Summary HCM 2000 Control Delay 48.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length 129.8 Sum of lost time 16.0 Intersection Capacity Utilization 96.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 17 335 120 15 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.95 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.96 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 3189 1401 Flt Permitted 0.96 1.00 Satd. Flow (perm) 3189 1401 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 Adj. Flow (vph) 18 356 128 16 RTOR Reduction (vph) 0 49 0 0 Lane Group Flow (vph) 0 455 0 14 Confl. Peds. 34 53 Confl. Bikes Heavy Vehicles 2% 2% 0% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 26.8 129.8 Effective Green, g 26.8 129.8 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 658 1401 v/s Ratio Prot c0.14 v/s Ratio Perm 0.01 v/c Ratio 0.69 0.01 Uniform Delay, d1 47.7 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 3.1 0.0 Delay 50.8 0.0 Level of Service D A Approach Delay 49.4 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 126 180 127 69 168 48 166 1038 58 83 724 52 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1540 1770 3394 1770 3429 1770 3471 1523 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1540 1770 3394 1770 3429 1770 3471 1523 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 130 186 131 71 173 49 171 1070 60 86 746 54 RTOR Reduction (vph) 0 0 99 0 25 0 0 0 0 0 0 30 Lane Group Flow (vph) 130 186 32 71 197 0 171 1130 0 86 746 24 Confl. Peds. 22 11 11 22 34 19 Confl. Bikes 4 1 11 5 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 11.9 27.8 27.8 7.6 23.5 15.9 56.8 8.8 49.7 49.7 Effective Green, g 11.9 27.8 27.8 7.6 23.5 15.9 56.8 8.8 49.7 49.7 Actuated g/C Ratio 0.10 0.24 0.24 0.07 0.21 0.14 0.50 0.08 0.44 0.44 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 184 454 375 118 [PHONE REDACTED] 136 1513 663 v/s Ratio Prot c0.07 c0.10 0.04 0.06 c0.10 c0.33 0.05 0.21 v/s Ratio Perm 0.02 0.02 v/c Ratio 0.71 0.41 0.09 0.60 0.28 0.70 0.66 0.63 0.49 0.04 Uniform Delay, d1 49.4 36.2 33.3 51.7 38.1 46.7 21.4 51.0 23.1 18.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.02 0.61 1.00 1.00 1.00 Incremental Delay, d2 11.7 0.6 0.1 8.4 0.2 7.4 1.8 9.2 1.2 0.1 Delay 61.0 36.8 33.4 60.1 38.4 55.0 14.9 60.3 24.3 18.5 Level of Service E D C E D E B E C B Approach Delay 42.9 43.6 20.2 27.4 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 28.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 14 25 41 3 39 68 1164 48 103 772 11 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 0.94 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.98 0.98 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1704 1670 1770 3471 1583 1770 3471 1583 Flt Permitted 0.90 0.85 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1570 1459 1770 3471 1583 1770 3471 1583 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 23 15 26 43 3 41 71 1212 50 107 804 11 RTOR Reduction (vph) 0 23 0 0 31 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 41 0 0 56 0 71 1212 50 107 804 11 Confl. Peds. 12 13 13 12 16 16 Confl. Bikes 1 6 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 12 Permitted Phases 8 4 Actuated Green, G 13.6 13.6 6.4 77.5 51.5 12.9 84.0 44.3 Effective Green, g 13.6 13.6 6.4 77.5 51.5 12.9 84.0 44.3 Actuated g/C Ratio 0.12 0.12 0.06 0.68 0.45 0.11 0.74 0.39 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 187 174 99 2359 [PHONE REDACTED] 615 v/s Ratio Prot c0.04 c0.35 0.03 c0.06 0.23 0.01 v/s Ratio Perm 0.03 c0.04 v/c Ratio 0.22 0.32 0.72 0.51 0.07 0.54 0.31 0.02 Uniform Delay, d1 45.4 46.0 52.9 9.0 17.7 47.7 5.1 21.5 Progression Factor 1.00 1.00 1.00 0.81 0.86 1.22 0.86 1.02 Incremental Delay, d2 0.6 1.1 18.8 0.3 0.2 2.5 0.1 0.0 Delay 46.0 47.1 71.7 7.6 15.4 60.6 4.6 21.9 Level of Service D D E A B E A C Approach Delay 46.0 47.1 11.3 11.3 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 13.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 9 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 125 147 1 1123 105 70 825 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.93 1.00 0.85 1.00 1.00 Flt Protected 0.98 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1659 3471 1583 1770 3471 Flt Permitted 0.98 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1659 3314 1583 1770 3471 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 129 152 1 1158 108 72 851 RTOR Reduction (vph) 39 0 0 0 0 0 0 Lane Group Flow (vph) 242 0 0 1159 108 72 851 Confl. Peds. 18 18 33 Confl. Bikes 1 11 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases 2 11 Actuated Green, G 20.4 73.6 49.6 10.0 86.6 Effective Green, g 20.4 73.6 49.6 10.0 86.6 Actuated g/C Ratio 0.18 0.65 0.44 0.09 0.76 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 296 2139 [PHONE REDACTED] v/s Ratio Prot c0.15 0.07 c0.04 0.25 v/s Ratio Perm c0.35 v/c Ratio 0.82 0.54 0.16 0.46 0.32 Uniform Delay, d1 45.0 11.0 19.5 49.5 4.4 Progression Factor 1.00 0.30 0.53 0.69 2.49 Incremental Delay, d2 16.0 0.4 0.4 2.1 0.3 Delay 61.0 3.8 10.8 36.1 11.2 Level of Service E A B D B Approach Delay 61.0 4.4 13.1 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 14.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 85.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 198 140 56 1105 170 198 707 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1534 1770 3471 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1534 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 208 147 59 1163 179 208 744 RTOR Reduction (vph) 0 123 0 0 0 0 0 Lane Group Flow (vph) 208 24 59 1163 179 208 744 Confl. Peds. 17 17 29 Confl. Bikes 2 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 18.5 18.5 7.2 70.6 43.6 14.9 78.3 Effective Green, g 18.5 18.5 7.2 70.6 43.6 14.9 78.3 Actuated g/C Ratio 0.16 0.16 0.06 0.62 0.38 0.13 0.69 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 287 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.12 0.03 c0.34 0.11 c0.12 0.21 v/s Ratio Perm 0.02 v/c Ratio 0.72 0.10 0.53 0.54 0.30 0.90 0.31 Uniform Delay, d1 45.3 40.6 51.8 12.4 24.5 48.8 7.1 Progression Factor 1.00 1.00 0.65 0.33 0.50 1.17 1.40 Incremental Delay, d2 8.8 0.2 3.9 0.4 1.0 32.4 0.3 Delay 54.1 40.8 37.7 4.5 13.4 89.5 10.3 Level of Service D D D A B F B Approach Delay 48.6 7.0 27.6 Approach LOS D A C Intersection Summary HCM 2000 Control Delay 19.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 125 0 69 6 1238 123 152 769 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1650 1770 3471 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1650 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 132 0 73 6 1303 129 160 809 0 RTOR Reduction (vph) 0 0 0 0 124 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 81 0 6 1303 129 160 809 0 Confl. Peds. 14 35 35 14 31 Confl. Bikes 2 8 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 21.6 1.4 67.0 43.0 15.4 81.0 Effective Green, g 21.6 1.4 67.0 43.0 15.4 81.0 Actuated g/C Ratio 0.19 0.01 0.59 0.38 0.14 0.71 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 312 21 2039 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.38 0.08 c0.09 0.23 v/s Ratio Perm 0.05 v/c Ratio 0.26 0.29 0.64 0.22 0.67 0.33 Uniform Delay, d1 39.4 55.8 15.5 24.1 46.9 6.2 Progression Factor 1.00 1.13 0.38 0.49 0.88 0.55 Incremental Delay, d2 0.6 3.7 0.5 0.4 6.6 0.2 Delay 40.0 66.5 6.4 12.2 48.0 3.6 Level of Service D E A B D A Approach Delay 0.0 40.0 7.2 10.9 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 11.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 356 295 165 70 275 103 216 984 71 91 593 141 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.96 0.99 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 1.00 0.99 1.00 0.97 Flt Protected 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1759 1523 3359 1770 3415 1770 3360 Flt Permitted 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1759 1523 3359 1770 3415 1770 3360 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 379 314 176 74 293 [PHONE REDACTED] 76 97 631 150 RTOR Reduction (vph) 0 0 135 0 26 0 0 4 0 0 17 0 Lane Group Flow (vph) 337 356 41 0 451 0 230 1119 0 97 764 0 Confl. Peds. 22 22 31 20 Confl. Bikes 3 3 5 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 26.3 26.3 26.3 22.9 18.0 42.3 9.0 33.3 Effective Green, g 26.3 26.3 26.3 22.9 18.0 42.3 9.0 33.3 Actuated g/C Ratio 0.23 0.23 0.23 0.20 0.16 0.37 0.08 0.29 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 387 405 351 [PHONE REDACTED] 139 981 v/s Ratio Prot 0.20 c0.20 c0.13 0.13 c0.33 0.05 c0.23 v/s Ratio Perm 0.03 v/c Ratio 0.87 0.88 0.12 0.67 0.82 0.88 0.70 0.78 Uniform Delay, d1 42.2 42.3 34.7 42.1 46.5 33.5 51.2 37.0 Progression Factor 1.00 1.00 1.00 1.00 0.63 0.53 1.02 0.71 Incremental Delay, d2 18.8 19.0 0.1 2.5 12.0 6.1 13.6 5.8 Delay 61.0 61.3 34.8 44.6 41.4 23.7 66.0 32.1 Level of Service E E C D D C E C Approach Delay 55.8 44.6 26.7 35.8 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 38.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length 114.0 Sum of lost time 13.5 Intersection Capacity Utilization 93.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 10 156 33 125 143 170 83 1043 126 173 708 9 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.95 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1797 1770 1630 1770 3377 1770 3461 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1797 1770 1630 1770 3377 1770 3461 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 11 170 36 136 155 185 90 1134 137 188 770 10 RTOR Reduction (vph) 0 7 0 0 34 0 0 8 0 0 1 0 Lane Group Flow (vph) 11 199 0 136 306 0 90 1263 0 188 779 0 Confl. Peds. 31 60 38 34 Confl. Bikes 2 7 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.6 11.8 34.2 9.0 51.6 12.0 54.6 Effective Green, g 2.2 24.6 11.8 34.2 9.0 51.6 12.0 54.6 Actuated g/C Ratio 0.02 0.22 0.10 0.30 0.08 0.45 0.11 0.48 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 34 387 183 [PHONE REDACTED] 186 1657 v/s Ratio Prot 0.01 0.11 c0.08 c0.19 0.05 c0.37 c0.11 c0.23 v/s Ratio Perm v/c Ratio 0.32 0.51 0.74 0.63 0.65 0.83 1.01 0.47 Uniform Delay, d1 55.2 39.4 49.6 34.4 51.0 27.3 51.0 20.0 Progression Factor 1.00 1.00 1.00 1.00 1.29 0.31 1.16 0.46 Incremental Delay, d2 5.5 1.2 15.0 2.5 5.8 3.1 61.3 0.8 Delay 60.6 40.6 64.6 36.9 71.5 11.5 120.3 9.9 Level of Service E D E D E B F A Approach Delay 41.6 44.8 15.5 31.3 Approach LOS D D B C Intersection Summary HCM 2000 Control Delay 27.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 87.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 21 179 256 110 116 [PHONE REDACTED] 147 159 684 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1440 1770 1673 1770 3370 1770 3444 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1440 1770 1673 1770 3370 1770 3444 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 22 188 269 116 122 [PHONE REDACTED] 155 167 720 24 RTOR Reduction (vph) 0 0 207 0 36 0 0 9 0 0 2 0 Lane Group Flow (vph) 22 188 62 116 238 0 300 1287 0 167 742 0 Confl. Peds. 75 24 40 38 Confl. Bikes 3 1 7 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 26.4 26.4 12.6 35.0 19.0 47.0 15.0 43.0 Effective Green, g 4.0 26.4 26.4 12.6 35.0 19.0 47.0 15.0 43.0 Actuated g/C Ratio 0.04 0.23 0.23 0.11 0.31 0.17 0.41 0.13 0.38 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 62 431 333 195 [PHONE REDACTED] 232 1299 v/s Ratio Prot 0.01 0.10 c0.07 c0.14 c0.17 c0.38 c0.09 0.22 v/s Ratio Perm 0.04 v/c Ratio 0.35 0.44 0.19 0.59 0.46 1.02 0.93 0.72 0.57 Uniform Delay, d1 53.7 37.4 35.2 48.3 31.9 47.5 31.9 47.5 28.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.77 0.74 Incremental Delay, d2 3.5 0.7 0.3 4.8 0.7 56.8 12.0 9.1 1.6 Delay 57.2 38.1 35.5 53.1 32.6 104.3 43.9 45.6 22.4 Level of Service E D D D C F D D C Approach Delay 37.5 38.7 55.2 26.7 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 43.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midlblock Driveway 5/19/2014 Existing Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 6 12 74 13 96 16 1509 79 105 957 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1698 1674 1770 5033 1770 3534 Flt Permitted 0.94 0.86 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1613 1462 1770 5033 1770 3534 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 7 13 80 14 104 17 1640 86 114 1040 8 RTOR Reduction (vph) 0 11 0 0 57 0 0 5 0 0 0 0 Lane Group Flow (vph) 0 16 0 0 141 0 17 1721 0 114 1048 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 11.5 11.5 0.7 38.6 7.2 45.1 Effective Green, g 11.5 11.5 0.7 38.6 7.2 45.1 Actuated g/C Ratio 0.16 0.16 0.01 0.55 0.10 0.64 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 263 239 17 2763 181 2267 v/s Ratio Prot 0.01 c0.34 c0.06 0.30 v/s Ratio Perm 0.01 c0.10 v/c Ratio 0.06 0.59 1.00 0.62 0.63 0.46 Uniform Delay, d1 24.8 27.2 34.8 10.9 30.3 6.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.9 218.3 0.4 6.7 0.1 Delay 24.9 31.1 253.1 11.3 37.0 6.6 Level of Service C C F B D A Approach Delay 24.9 31.1 13.7 9.6 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 13.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 70.3 Sum of lost time 13.0 Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 116 45 147 36 64 20 133 302 19 19 630 59 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.96 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1544 1770 1788 1770 3438 1523 1770 3415 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1544 1770 1788 1770 3438 1523 1770 3415 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 122 47 155 38 67 21 140 318 20 20 663 62 RTOR Reduction (vph) 0 0 121 0 11 0 0 0 9 0 4 0 Lane Group Flow (vph) 122 47 34 38 77 0 140 318 11 20 721 0 Confl. Peds. 12 7 7 17 Confl. Bikes 2 1 4 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 7.8 26.2 26.2 3.6 22.0 13.7 67.2 67.2 2.0 55.5 Effective Green, g 7.8 26.2 26.2 3.6 22.0 13.7 67.2 67.2 2.0 55.5 Actuated g/C Ratio 0.06 0.22 0.22 0.03 0.18 0.11 0.56 0.56 0.02 0.46 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 406 337 53 [PHONE REDACTED] 852 29 1579 v/s Ratio Prot c0.04 c0.03 0.02 c0.04 c0.08 0.09 0.01 c0.21 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.55 0.12 0.10 0.72 0.23 0.69 0.17 0.01 0.69 0.46 Uniform Delay, d1 54.4 37.6 37.5 57.7 41.8 51.1 12.8 11.7 58.7 22.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.92 1.10 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.1 0.1 36.9 0.4 9.8 0.2 0.0 51.3 1.0 Delay 57.1 37.7 37.6 94.6 42.2 56.8 14.2 11.7 109.9 22.9 Level of Service E D D F D E B B F C Approach Delay 45.0 58.0 26.6 25.3 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 31.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 67 0 19 2 0 0 101 377 5 16 645 98 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1749 1558 1763 1770 3431 1770 3386 Flt Permitted 0.76 1.00 0.71 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1393 1558 1317 1770 3431 1770 3386 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 73 0 21 2 0 0 110 410 5 17 701 107 RTOR Reduction (vph) 0 0 18 0 0 0 0 1 0 0 15 0 Lane Group Flow (vph) 0 73 3 0 2 0 110 414 0 17 793 0 Confl. Peds. 11 4 4 11 26 19 Confl. Bikes 5 10 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Effective Green, g 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Actuated g/C Ratio 0.13 0.13 0.16 0.07 0.57 0.02 0.52 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 181 202 [PHONE REDACTED] 29 1760 v/s Ratio Prot c0.06 c0.12 0.01 c0.23 v/s Ratio Perm c0.05 0.00 0.00 v/c Ratio 0.40 0.01 0.01 0.93 0.21 0.59 0.45 Uniform Delay, d1 24.0 22.7 21.5 27.9 6.3 29.3 9.0 Progression Factor 1.00 1.00 1.00 1.10 0.35 1.04 1.31 Incremental Delay, d2 3.1 0.1 0.0 62.5 0.2 36.9 0.8 Delay 27.0 22.8 21.5 93.2 2.4 67.3 12.6 Level of Service C C C F A E B Approach Delay 26.1 21.5 21.5 13.7 Approach LOS C C C B Intersection Summary HCM 2000 Control Delay 17.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 13 7 18 33 12 64 36 541 79 93 715 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.90 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 0.92 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.98 0.99 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1690 1660 1770 3438 1456 1770 3445 Flt Permitted 0.92 0.89 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1574 1494 1770 3438 1456 1770 3445 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 14 7 19 34 12 67 38 564 82 97 745 24 RTOR Reduction (vph) 0 17 0 0 59 0 0 0 39 0 2 0 Lane Group Flow (vph) 0 23 0 0 54 0 38 564 43 97 767 0 Confl. Peds. 1 16 16 1 31 35 Confl. Bikes 1 4 4 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 0% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Perm Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 Actuated Green, G 7.6 7.6 1.6 31.8 31.8 6.6 36.8 Effective Green, g 7.6 7.6 1.6 31.8 31.8 6.6 36.8 Actuated g/C Ratio 0.13 0.13 0.03 0.53 0.53 0.11 0.61 Clearance Time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 4.0 2.0 4.0 Lane Grp Cap (vph) 199 189 47 1822 [PHONE REDACTED] v/s Ratio Prot 0.02 0.16 c0.05 c0.22 v/s Ratio Perm 0.01 c0.04 0.03 v/c Ratio 0.12 0.29 0.81 0.31 0.06 0.50 0.36 Uniform Delay, d1 23.2 23.7 29.0 7.9 6.8 25.1 5.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.26 0.87 Incremental Delay, d2 0.1 0.3 60.7 0.4 0.1 0.7 0.5 Delay 23.3 24.1 89.8 8.4 7.0 32.5 5.5 Level of Service C C F A A C A Approach Delay 23.3 24.1 12.7 8.5 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 170 0 909 140 228 63 406 399 0 0 598 153 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.88 1.00 0.95 1.00 0.97 0.91 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.94 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 2787 1770 3539 1490 3433 4940 3471 1519 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1770 2787 1770 3539 1490 3433 4940 3471 1519 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 177 0 947 146 238 66 423 416 0 0 623 159 RTOR Reduction (vph) 0 0 284 0 0 50 0 0 0 0 0 66 Lane Group Flow (vph) 177 0 663 146 238 16 423 416 0 0 623 93 Confl. Peds. 1 42 27 23 Confl. Bikes 1 4 10 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot custom Split NA Perm Prot NA NA Perm Protected Phases 4 4 5 3 3 5 2 6 Permitted Phases 3 6 Actuated Green, G 26.5 51.4 30.4 30.4 30.4 21.4 59.4 35.0 35.0 Effective Green, g 26.5 51.4 30.4 30.4 30.4 21.4 59.4 35.0 35.0 Actuated g/C Ratio 0.21 0.40 0.24 0.24 0.24 0.17 0.47 0.27 0.27 Clearance Time 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 Lane Grp Cap (vph) 368 1125 422 845 [PHONE REDACTED] 954 417 v/s Ratio Prot 0.10 c0.24 c0.08 0.07 c0.12 0.08 c0.18 v/s Ratio Perm 0.01 0.06 v/c Ratio 0.48 0.59 0.35 0.28 0.04 0.73 0.18 0.65 0.22 Uniform Delay, d1 44.3 29.7 40.2 39.5 37.3 50.2 19.8 40.8 35.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.8 0.5 0.2 0.1 4.8 0.1 2.2 0.6 Delay 45.3 30.5 40.7 39.7 37.3 55.0 19.9 43.0 36.2 Level of Service D C D D D E B D D Approach Delay 32.8 39.7 37.6 41.6 Approach LOS C D D D Intersection Summary HCM 2000 Control Delay 37.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 127.3 Sum of lost time 14.0 Intersection Capacity Utilization 81.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 5 Movement EBL EBT EBR EBR2 WBL2 WBL WBT WBR NBL2 NBL NBT NBR Lane Configurations Volume (vph) 20 78 21 21 56 64 9 100 15 32 509 144 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.71 1.00 1.00 1.00 1.00 0.91 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.99 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1844 1129 1780 1583 1770 3438 1441 Flt Permitted 0.99 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1844 1129 1780 1583 1770 3438 1441 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 21 80 22 22 58 66 9 103 15 33 525 148 RTOR Reduction (vph) 0 0 39 0 0 0 0 92 0 0 0 85 Lane Group Flow (vph) 0 101 5 0 0 0 133 11 0 48 525 63 Confl. Peds. 52 25 34 Confl. Bikes 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% Turn Type Split NA Perm Split Split NA Perm Prot Prot NA Perm Protected Phases 3 3 7 7 7 5 5 2 Permitted Phases 3 7 2 Actuated Green, G 17.3 17.3 18.0 18.0 9.5 61.4 61.4 Effective Green, g 17.3 17.3 18.0 18.0 9.5 61.4 61.4 Actuated g/C Ratio 0.11 0.11 0.11 0.11 0.06 0.38 0.38 Clearance Time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 Lane Grp Cap (vph) 196 120 196 [PHONE REDACTED] 543 v/s Ratio Prot c0.05 c0.07 0.03 0.15 v/s Ratio Perm 0.00 0.01 0.04 v/c Ratio 0.52 0.04 0.68 0.07 0.47 0.40 0.12 Uniform Delay, d1 68.7 65.2 69.6 64.8 74.1 37.2 33.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 0.1 9.0 0.2 3.3 0.4 0.2 Delay 71.0 65.4 78.5 65.0 77.5 37.7 33.2 Level of Service E E E E E D C Approach Delay 69.3 72.6 39.4 Approach LOS E E D Intersection Summary HCM 2000 Control Delay 68.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length 162.7 Sum of lost time 20.0 Intersection Capacity Utilization 106.0% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 6 Movement SBL SBT SBR SBR2 NEL2 NEL NER NER2 Lane Configurations Volume (vph) 260 838 537 5 11 196 226 56 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.95 0.87 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.94 0.92 0.85 Flt Protected 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3433 3118 2823 1402 Flt Permitted 0.95 1.00 0.98 1.00 Satd. Flow (perm) 3433 3118 2823 1402 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 268 864 554 5 11 202 233 58 RTOR Reduction (vph) 0 0 0 0 0 81 0 0 Lane Group Flow (vph) 268 1423 0 0 0 371 0 52 Confl. Peds. 25 6 34 52 Confl. Bikes 1 1 Heavy Vehicles 2% 4% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Split NA Free Protected Phases 1 6 4 4 Permitted Phases Free Actuated Green, G 18.3 71.2 27.7 162.7 Effective Green, g 18.3 71.2 27.7 162.7 Actuated g/C Ratio 0.11 0.44 0.17 1.00 Clearance Time 4.0 4.0 4.0 Vehicle Extension 3.0 5.0 3.0 Lane Grp Cap (vph) 386 1364 480 1402 v/s Ratio Prot c0.08 c0.46 c0.13 v/s Ratio Perm 0.04 v/c Ratio 0.69 1.04 0.77 0.04 Uniform Delay, d1 69.5 45.7 64.5 0.0 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.3 36.5 7.6 0.0 Delay 74.8 82.2 72.0 0.0 Level of Service E F E A Approach Delay 81.0 64.6 Approach LOS F E Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 53 163 192 72 298 74 136 404 22 93 803 29 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1742 1863 1541 1754 3402 1770 3405 1770 3471 1545 Flt Permitted 0.29 1.00 1.00 0.43 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 526 1863 1541 798 3402 1770 3405 1770 3471 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 56 173 204 77 317 79 145 430 23 99 854 31 RTOR Reduction (vph) 0 0 168 0 21 0 0 3 0 0 0 13 Lane Group Flow (vph) 56 173 36 77 375 0 145 450 0 99 854 18 Confl. Peds. 30 12 12 30 24 9 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G 19.3 19.3 19.3 19.3 19.3 14.6 68.3 10.4 64.1 64.1 Effective Green, g 19.3 19.3 19.3 19.3 19.3 14.6 68.3 10.4 64.1 64.1 Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.18 0.14 0.63 0.10 0.59 0.59 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 93 332 275 142 [PHONE REDACTED] 170 2060 916 v/s Ratio Prot 0.09 c0.11 c0.08 0.13 c0.06 c0.25 v/s Ratio Perm 0.11 0.02 0.10 0.01 v/c Ratio 0.60 0.52 0.13 0.54 0.62 0.61 0.21 0.58 0.41 0.02 Uniform Delay, d1 40.8 40.2 37.3 40.3 40.9 44.0 8.4 46.7 11.8 9.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.11 0.36 1.00 1.00 1.00 Incremental Delay, d2 10.5 1.5 0.2 4.2 1.9 4.2 0.2 5.0 0.6 0.0 Delay 51.3 41.6 37.5 44.5 42.8 53.0 3.2 51.7 12.5 9.1 Level of Service D D D D D D A D B A Approach Delay 41.0 43.1 15.3 16.3 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 13 11 37 40 6 28 34 548 28 72 991 15 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.95 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1669 1702 1770 3410 1770 3461 Flt Permitted 0.95 0.81 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1611 1419 1770 3410 1770 3461 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 14 12 40 43 7 30 37 596 30 78 1077 16 RTOR Reduction (vph) 0 36 0 0 22 0 0 2 0 0 1 0 Lane Group Flow (vph) 0 30 0 0 58 0 37 624 0 78 1092 0 Confl. Peds. 8 8 8 8 11 18 Confl. Bikes 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 8 4 5 2 1 6 Permitted Phases 8 4 Actuated Green, G 11.3 11.3 4.8 77.6 9.1 81.9 Effective Green, g 11.3 11.3 4.8 77.6 9.1 81.9 Actuated g/C Ratio 0.10 0.10 0.04 0.72 0.08 0.76 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 168 148 78 2450 149 2624 v/s Ratio Prot c0.02 0.18 c0.04 c0.32 v/s Ratio Perm 0.02 c0.04 v/c Ratio 0.18 0.39 0.47 0.25 0.52 0.42 Uniform Delay, d1 44.1 45.1 50.4 5.2 47.4 4.6 Progression Factor 1.00 1.00 0.87 0.24 1.35 0.54 Incremental Delay, d2 0.5 1.7 4.2 0.2 3.1 0.5 Delay 44.6 46.8 47.9 1.5 67.2 3.0 Level of Service D D D A E A Approach Delay 44.6 46.8 4.1 7.2 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 9.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 146 103 583 81 85 878 Ideal Flow 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.94 0.98 1.00 1.00 Flt Protected 0.97 1.00 0.95 1.00 Satd. Flow (prot) 1695 3373 1770 3471 Flt Permitted 0.97 1.00 0.95 1.00 Satd. Flow (perm) 1695 3373 1770 3471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 155 110 620 86 90 934 RTOR Reduction (vph) 25 0 9 0 0 0 Lane Group Flow (vph) 240 0 697 0 90 934 Confl. Peds. 6 5 Confl. Bikes 1 1 Heavy Vehicles 2% 2% 5% 2% 2% 4% Turn Type NA NA Prot NA Protected Phases 4 2 1 6 Permitted Phases Actuated Green, G 19.6 67.2 11.2 81.4 Effective Green, g 19.6 67.2 11.2 81.4 Actuated g/C Ratio 0.18 0.62 0.10 0.75 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 307 2098 183 2616 v/s Ratio Prot c0.14 0.21 c0.05 c0.27 v/s Ratio Perm v/c Ratio 0.78 0.33 0.49 0.36 Uniform Delay, d1 42.2 9.7 45.7 4.5 Progression Factor 1.00 0.30 0.79 0.35 Incremental Delay, d2 12.3 0.4 1.9 0.4 Delay 54.4 3.3 38.1 1.9 Level of Service D A D A Approach Delay 54.4 3.3 5.1 Approach LOS D A A Intersection Summary HCM 2000 Control Delay 11.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 12 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 303 80 32 524 88 122 977 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1519 1770 3360 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1519 1770 3360 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 329 87 35 570 96 133 1062 RTOR Reduction (vph) 0 69 0 12 0 0 0 Lane Group Flow (vph) 329 18 35 654 0 133 1062 Confl. Peds. 24 7 Confl. Bikes 3 1 Heavy Vehicles 2% 2% 2% 5% 2% 2% 4% Turn Type NA Perm Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 22.2 22.2 5.4 64.5 11.3 70.4 Effective Green, g 22.2 22.2 5.4 64.5 11.3 70.4 Actuated g/C Ratio 0.21 0.21 0.05 0.60 0.10 0.65 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 363 312 88 2006 185 2262 v/s Ratio Prot c0.19 0.02 c0.19 c0.08 c0.31 v/s Ratio Perm 0.01 v/c Ratio 0.91 0.06 0.40 0.33 0.72 0.47 Uniform Delay, d1 41.9 34.5 49.7 10.9 46.8 9.4 Progression Factor 1.00 1.00 0.80 0.40 0.84 1.34 Incremental Delay, d2 25.2 0.1 2.8 0.4 11.9 0.7 Delay 67.1 34.6 42.6 4.8 51.2 13.3 Level of Service E C D A D B Approach Delay 60.3 6.6 17.5 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 21.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 218 0 92 6 449 [PHONE REDACTED] 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Frt 0.96 1.00 0.97 1.00 1.00 Flt Protected 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1677 1770 3304 1770 3471 Flt Permitted 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1677 1770 3304 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 237 0 100 7 488 [PHONE REDACTED] 0 RTOR Reduction (vph) 0 0 0 0 65 0 0 22 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 272 0 7 593 0 204 1100 0 Confl. Peds. 19 23 23 19 15 Confl. Bikes 3 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 21.4 1.4 63.2 13.4 75.2 Effective Green, g 21.4 1.4 63.2 13.4 75.2 Actuated g/C Ratio 0.20 0.01 0.59 0.12 0.70 Clearance Time 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 4.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 332 22 1933 219 2416 v/s Ratio Prot 0.00 c0.18 c0.12 c0.32 v/s Ratio Perm 0.16 v/c Ratio 0.82 0.32 0.31 0.93 0.46 Uniform Delay, d1 41.5 52.8 11.3 46.8 7.3 Progression Factor 1.00 0.98 0.62 0.73 0.37 Incremental Delay, d2 15.2 7.9 0.4 37.7 0.5 Delay 56.7 59.5 7.4 71.7 3.2 Level of Service E E A E A Approach Delay 0.0 56.7 8.0 13.9 Approach LOS A E A B Intersection Summary HCM 2000 Control Delay 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length 108.0 Sum of lost time 10.0 Intersection Capacity Utilization 66.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 190 259 103 74 312 40 87 301 37 48 845 159 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.99 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1764 1511 3446 1770 3376 1770 3386 Flt Permitted 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1764 1511 3446 1770 3376 1770 3386 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 194 264 105 76 318 41 89 307 38 49 862 162 RTOR Reduction (vph) 0 0 82 0 8 0 0 7 0 0 13 0 Lane Group Flow (vph) 175 283 23 0 427 0 89 338 0 49 1011 0 Confl. Peds. 34 23 8 7 Confl. Bikes 3 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 23.6 23.6 23.6 22.3 12.0 41.4 7.2 36.6 Effective Green, g 23.6 23.6 23.6 22.3 12.0 41.4 7.2 36.6 Actuated g/C Ratio 0.22 0.22 0.22 0.21 0.11 0.38 0.07 0.34 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 367 385 330 [PHONE REDACTED] 118 1147 v/s Ratio Prot 0.10 c0.16 c0.12 c0.05 0.10 0.03 c0.30 v/s Ratio Perm 0.02 v/c Ratio 0.48 0.74 0.07 0.60 0.45 0.26 0.42 0.88 Uniform Delay, d1 36.8 39.3 33.5 38.8 44.9 22.8 48.4 33.7 Progression Factor 1.00 1.00 1.00 1.00 0.62 0.48 1.14 0.94 Incremental Delay, d2 1.0 7.1 0.1 1.4 1.6 0.5 2.1 8.8 Delay 37.8 46.4 33.6 40.3 29.4 11.3 57.3 40.5 Level of Service D D C D C B E D Approach Delay 41.3 40.3 15.1 41.2 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length 108.0 Sum of lost time 13.5 Intersection Capacity Utilization 92.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 3 193 12 75 170 67 29 361 69 79 969 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.96 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1841 1770 1762 1770 3345 1770 3466 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1841 1770 1762 1770 3345 1770 3466 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 3 208 13 81 183 72 31 388 74 85 1042 8 RTOR Reduction (vph) 0 2 0 0 12 0 0 13 0 0 0 0 Lane Group Flow (vph) 3 219 0 81 243 0 31 449 0 85 1050 0 Confl. Peds. 32 25 11 18 Confl. Bikes 1 2 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 23.5 9.2 30.5 6.0 52.4 8.9 55.3 Effective Green, g 2.2 23.5 9.2 30.5 6.0 52.4 8.9 55.3 Actuated g/C Ratio 0.02 0.22 0.09 0.28 0.06 0.49 0.08 0.51 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 36 400 150 497 98 1622 145 1774 v/s Ratio Prot 0.00 c0.12 c0.05 0.14 0.02 0.13 c0.05 c0.30 v/s Ratio Perm v/c Ratio 0.08 0.55 0.54 0.49 0.32 0.28 0.59 0.59 Uniform Delay, d1 51.9 37.5 47.4 32.3 49.0 16.5 47.8 18.4 Progression Factor 1.00 1.00 1.00 1.00 1.49 0.26 1.22 0.60 Incremental Delay, d2 1.0 1.5 3.9 0.8 1.8 0.4 4.1 1.0 Delay 52.9 39.0 51.3 33.0 74.9 4.8 62.4 12.1 Level of Service D D D C E A E B Approach Delay 39.2 37.4 9.2 15.9 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 20.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: AM Peak Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 99 412 32 33 30 131 472 48 67 951 20 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.94 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1487 1770 1710 1770 3380 1770 3453 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1487 1770 1710 1770 3380 1770 3453 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 25 106 443 34 35 32 141 508 52 72 1023 22 RTOR Reduction (vph) 0 0 340 0 24 0 0 6 0 0 1 0 Lane Group Flow (vph) 25 106 103 34 43 0 141 554 0 72 1044 0 Confl. Peds. 47 9 18 44 Confl. Bikes 4 3 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 25.0 25.0 6.0 27.0 14.1 52.0 12.0 49.9 Effective Green, g 4.0 25.0 25.0 6.0 27.0 14.1 52.0 12.0 49.9 Actuated g/C Ratio 0.04 0.23 0.23 0.06 0.25 0.13 0.48 0.11 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 65 431 344 98 [PHONE REDACTED] 196 1595 v/s Ratio Prot 0.01 0.06 c0.02 0.03 c0.08 0.16 0.04 c0.30 v/s Ratio Perm c0.07 v/c Ratio 0.38 0.25 0.30 0.35 0.10 0.61 0.34 0.37 0.65 Uniform Delay, d1 50.8 33.8 34.3 49.1 31.2 44.4 17.4 44.5 22.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.56 Incremental Delay, d2 3.8 0.3 0.5 2.1 0.1 4.7 0.6 1.0 1.8 Delay 54.6 34.1 34.7 51.2 31.3 49.1 17.9 28.8 14.4 Level of Service D C C D C D B C B Approach Delay 35.5 38.0 24.2 15.3 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 116 45 159 38 64 20 149 347 22 19 663 59 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.96 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1543 1770 1788 1770 3438 1523 1770 3417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1543 1770 1788 1770 3438 1523 1770 3417 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 122 47 167 40 67 21 157 365 23 20 698 62 RTOR Reduction (vph) 0 0 134 0 12 0 0 0 10 0 4 0 Lane Group Flow (vph) 122 47 33 40 76 0 157 365 13 20 756 0 Confl. Peds. 12 7 7 17 Confl. Bikes 2 1 4 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 7.8 24.0 24.0 4.8 21.0 14.4 68.2 68.2 2.0 55.8 Effective Green, g 7.8 24.0 24.0 4.8 21.0 14.4 68.2 68.2 2.0 55.8 Actuated g/C Ratio 0.06 0.20 0.20 0.04 0.18 0.12 0.57 0.57 0.02 0.46 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 372 308 70 [PHONE REDACTED] 865 29 1588 v/s Ratio Prot c0.04 c0.03 0.02 c0.04 c0.09 0.11 0.01 c0.22 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.55 0.13 0.11 0.57 0.25 0.74 0.19 0.02 0.69 0.48 Uniform Delay, d1 54.4 39.4 39.3 56.6 42.7 51.0 12.5 11.3 58.7 22.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.89 1.10 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.2 0.2 10.8 0.4 12.9 0.2 0.0 51.3 1.0 Delay 57.1 39.5 39.4 67.4 43.1 58.5 13.9 11.3 109.9 23.1 Level of Service E D D E D E B B F C Approach Delay 45.9 50.7 26.6 25.3 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 31.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 67 0 19 2 0 0 101 441 5 16 692 98 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1749 1558 1763 1770 3432 1770 3391 Flt Permitted 0.76 1.00 0.71 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1393 1558 1317 1770 3432 1770 3391 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 73 0 21 2 0 0 110 479 5 17 752 107 RTOR Reduction (vph) 0 0 18 0 0 0 0 1 0 0 13 0 Lane Group Flow (vph) 0 73 3 0 2 0 110 483 0 17 846 0 Confl. Peds. 11 4 4 11 26 19 Confl. Bikes 5 10 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Effective Green, g 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Actuated g/C Ratio 0.13 0.13 0.16 0.07 0.57 0.02 0.52 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 181 202 [PHONE REDACTED] 29 1763 v/s Ratio Prot c0.06 c0.14 0.01 c0.25 v/s Ratio Perm c0.05 0.00 0.00 v/c Ratio 0.40 0.01 0.01 0.93 0.25 0.59 0.48 Uniform Delay, d1 24.0 22.7 21.5 27.9 6.5 29.3 9.2 Progression Factor 1.00 1.00 1.00 1.14 0.32 1.03 1.34 Incremental Delay, d2 3.1 0.1 0.0 61.7 0.3 36.5 0.9 Delay 27.0 22.8 21.5 93.5 2.3 66.8 13.2 Level of Service C C C F A E B Approach Delay 26.1 21.5 19.2 14.3 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 49.3% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 13 7 20 33 12 75 39 594 79 100 755 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1678 1639 1770 3358 1770 3447 Flt Permitted 0.91 0.89 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1553 1487 1770 3358 1770 3447 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 14 7 21 34 12 78 41 619 82 104 786 24 RTOR Reduction (vph) 0 18 0 0 68 0 0 11 0 0 2 0 Lane Group Flow (vph) 0 24 0 0 56 0 41 690 0 104 808 0 Confl. Peds. 16 16 16 16 31 35 Confl. Bikes 1 4 4 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 0% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.6 7.6 1.6 31.7 6.7 36.8 Effective Green, g 7.6 7.6 1.6 31.7 6.7 36.8 Actuated g/C Ratio 0.13 0.13 0.03 0.53 0.11 0.61 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 196 188 47 1774 197 2114 v/s Ratio Prot 0.02 0.21 c0.06 c0.23 v/s Ratio Perm 0.02 c0.04 v/c Ratio 0.12 0.30 0.87 0.39 0.53 0.38 Uniform Delay, d1 23.2 23.8 29.1 8.4 25.2 5.9 Progression Factor 1.00 1.00 1.00 1.00 1.27 0.83 Incremental Delay, d2 0.1 0.3 82.4 0.6 1.1 0.5 Delay 23.3 24.1 111.5 9.0 33.0 5.4 Level of Service C C F A C A Approach Delay 23.3 24.1 14.7 8.5 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 12.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 49.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 190 171 808 167 232 63 426 455 77 80 560 153 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.94 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1574 1770 3539 1487 1770 3438 1427 1770 3343 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1574 1770 3539 1487 1770 3438 1427 1770 3343 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 198 178 842 174 242 66 444 474 80 83 583 159 RTOR Reduction (vph) 0 0 148 0 0 51 0 0 47 0 17 0 Lane Group Flow (vph) 198 178 694 174 242 15 444 474 33 83 725 0 Confl. Peds. 1 42 27 23 Confl. Bikes 1 4 10 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 23.5 23.5 56.1 30.3 30.3 30.3 32.6 55.0 55.0 9.8 32.2 Effective Green, g 23.5 23.5 56.1 30.3 30.3 30.3 32.6 55.0 55.0 9.8 32.2 Actuated g/C Ratio 0.18 0.18 0.42 0.23 0.23 0.23 0.25 0.41 0.41 0.07 0.24 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 313 330 665 404 808 [PHONE REDACTED] 591 130 811 v/s Ratio Prot 0.11 0.10 c0.26 c0.10 0.07 0.25 0.14 0.05 c0.22 v/s Ratio Perm 0.18 0.01 0.02 v/c Ratio 0.63 0.54 1.04 0.43 0.30 0.04 1.02 0.33 0.06 0.64 0.89 Uniform Delay, d1 50.5 49.6 38.2 43.8 42.4 39.9 50.0 26.3 23.2 59.7 48.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.1 1.7 46.9 0.7 0.2 0.1 48.5 0.3 0.1 9.9 13.0 Delay 54.7 51.3 85.2 44.5 42.6 39.9 98.5 26.6 23.3 69.5 61.5 Level of Service D D F D D D F C C E E Approach Delay 75.3 42.9 58.3 62.3 Approach LOS E D E E Intersection Summary HCM 2000 Control Delay 63.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length 132.6 Sum of lost time 14.0 Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 79 87 13 138 15 32 634 92 95 939 594 5 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.93 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1780 1583 1770 3438 1468 1770 3153 Flt Permitted 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1780 1583 1770 3438 1468 1770 3153 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 81 90 13 142 15 33 654 95 98 968 612 5 RTOR Reduction (vph) 0 0 0 119 0 0 0 57 0 0 0 0 Lane Group Flow (vph) 0 0 184 23 0 48 654 38 98 1585 0 0 Confl. Peds. 34 25 6 Confl. Bikes 1 1 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 20.3 20.3 9.0 51.3 51.3 12.9 56.2 Effective Green, g 20.3 20.3 9.0 51.3 51.3 12.9 56.2 Actuated g/C Ratio 0.16 0.16 0.07 0.40 0.40 0.10 0.44 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 284 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 0.03 0.19 c0.06 c0.50 v/s Ratio Perm 0.01 0.03 v/c Ratio 0.65 0.09 0.38 0.47 0.06 0.55 1.14 Uniform Delay, d1 50.0 45.4 56.3 27.8 23.1 54.2 35.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.0 0.2 2.0 0.5 0.1 3.4 70.3 Delay 55.0 45.6 58.3 28.3 23.2 57.6 105.6 Level of Service D D E C C E F Approach Delay 50.9 29.5 102.8 Approach LOS D C F Intersection Summary HCM 2000 Control Delay 71.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length 126.9 Sum of lost time 16.0 Intersection Capacity Utilization 109.4% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 11 214 230 56 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.90 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.92 0.85 Flt Protected 0.98 1.00 Satd. Flow (prot) 2927 1402 Flt Permitted 0.98 1.00 Satd. Flow (perm) 2927 1402 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 Adj. Flow (vph) 11 221 237 58 RTOR Reduction (vph) 0 49 0 0 Lane Group Flow (vph) 0 426 0 52 Confl. Peds. 34 52 Confl. Bikes Heavy Vehicles 2% 2% 2% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 26.4 126.9 Effective Green, g 26.4 126.9 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 608 1402 v/s Ratio Prot c0.15 v/s Ratio Perm 0.04 v/c Ratio 0.70 0.04 Uniform Delay, d1 46.6 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 3.6 0.0 Delay 50.2 0.0 Level of Service D A Approach Delay 45.3 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 65 163 205 72 298 74 150 465 22 93 870 48 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1542 1770 3403 1770 3409 1770 3471 1545 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1542 1770 3403 1770 3409 1770 3471 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 69 173 218 77 317 79 160 495 23 99 926 51 RTOR Reduction (vph) 0 0 169 0 23 0 0 0 0 0 0 28 Lane Group Flow (vph) 69 173 49 77 373 0 160 518 0 99 926 23 Confl. Peds. 30 12 12 30 24 9 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 7.0 24.1 24.1 7.1 24.2 14.5 54.2 9.6 49.3 49.3 Effective Green, g 7.0 24.1 24.1 7.1 24.2 14.5 54.2 9.6 49.3 49.3 Actuated g/C Ratio 0.06 0.22 0.22 0.07 0.22 0.13 0.50 0.09 0.46 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 114 415 344 116 [PHONE REDACTED] 157 1584 705 v/s Ratio Prot 0.04 0.09 c0.04 c0.11 c0.09 0.15 0.06 c0.27 v/s Ratio Perm 0.03 0.02 v/c Ratio 0.61 0.42 0.14 0.66 0.49 0.68 0.30 0.63 0.58 0.03 Uniform Delay, d1 49.2 35.9 33.7 49.3 36.5 44.5 15.8 47.5 21.8 16.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.43 0.63 1.00 1.00 1.00 Incremental Delay, d2 8.8 0.7 0.2 13.4 0.5 7.2 0.4 8.0 1.6 0.1 Delay 57.9 36.6 33.8 62.7 37.0 71.0 10.3 55.5 23.3 16.3 Level of Service E D C E D E B E C B Approach Delay 38.5 41.2 24.7 26.0 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 13 11 37 43 6 30 34 620 31 75 1068 15 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.95 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.99 0.97 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1669 1701 1770 3438 1583 1770 3471 1583 Flt Permitted 0.95 0.80 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1606 1397 1770 3438 1583 1770 3471 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 14 12 40 47 7 33 37 674 34 82 1161 16 RTOR Reduction (vph) 0 36 0 0 23 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 30 0 0 64 0 37 674 34 82 1161 16 Confl. Peds. 8 8 8 8 11 18 Confl. Bikes 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 6 Permitted Phases 8 4 Actuated Green, G 11.4 11.4 4.8 77.3 51.3 9.3 81.8 22.0 Effective Green, g 11.4 11.4 4.8 77.3 51.3 9.3 81.8 22.0 Actuated g/C Ratio 0.11 0.11 0.04 0.72 0.47 0.09 0.76 0.20 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 Lane Grp Cap (vph) 169 147 78 2460 [PHONE REDACTED] 322 v/s Ratio Prot c0.02 0.20 0.02 c0.05 c0.33 0.01 v/s Ratio Perm 0.02 c0.05 v/c Ratio 0.18 0.43 0.47 0.27 0.05 0.54 0.44 0.05 Uniform Delay, d1 44.0 45.3 50.4 5.4 15.2 47.3 4.8 34.6 Progression Factor 1.00 1.00 0.84 0.22 0.57 1.33 0.29 1.19 Incremental Delay, d2 0.5 2.0 4.3 0.3 0.1 3.2 0.5 0.3 Delay 44.5 47.3 46.5 1.4 8.8 66.2 1.8 41.5 Level of Service D D D A A E A D Approach Delay 44.5 47.3 4.0 6.5 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 146 103 659 81 85 957 Ideal Flow 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 0.85 1.00 1.00 Flt Protected 0.97 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1695 3438 1583 1770 3471 Flt Permitted 0.97 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1695 3438 1583 1770 3471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 155 110 701 86 90 1018 RTOR Reduction (vph) 25 0 0 0 0 0 Lane Group Flow (vph) 240 0 701 86 90 1018 Confl. Peds. 6 5 Confl. Bikes 1 1 Heavy Vehicles 2% 2% 5% 2% 2% 4% Turn Type NA NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases Actuated Green, G 19.6 67.2 43.2 11.2 81.4 Effective Green, g 19.6 67.2 43.2 11.2 81.4 Actuated g/C Ratio 0.18 0.62 0.40 0.10 0.75 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 307 2139 [PHONE REDACTED] v/s Ratio Prot c0.14 0.20 0.05 c0.05 c0.29 v/s Ratio Perm v/c Ratio 0.78 0.33 0.14 0.49 0.39 Uniform Delay, d1 42.2 9.7 20.6 45.7 4.6 Progression Factor 1.00 0.29 0.60 0.86 0.22 Incremental Delay, d2 12.3 0.2 0.4 1.9 0.4 Delay 54.4 3.0 12.7 41.1 1.4 Level of Service D A B D A Approach Delay 54.4 4.0 4.7 Approach LOS D A A Intersection Summary HCM 2000 Control Delay 10.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 312 97 32 582 97 140 1038 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1519 1770 3438 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1519 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 339 105 35 633 [PHONE REDACTED] RTOR Reduction (vph) 0 83 0 0 0 0 0 Lane Group Flow (vph) 339 22 35 633 [PHONE REDACTED] Confl. Peds. 24 7 Confl. Bikes 3 1 Heavy Vehicles 2% 2% 2% 5% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 22.4 22.4 5.4 64.0 38.7 11.6 70.2 Effective Green, g 22.4 22.4 5.4 64.0 38.7 11.6 70.2 Actuated g/C Ratio 0.21 0.21 0.05 0.59 0.36 0.11 0.65 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 367 315 88 2037 [PHONE REDACTED] v/s Ratio Prot c0.19 0.02 c0.18 0.07 c0.09 c0.32 v/s Ratio Perm 0.01 v/c Ratio 0.92 0.07 0.40 0.31 0.19 0.80 0.50 Uniform Delay, d1 42.0 34.4 49.7 11.0 23.8 47.1 9.8 Progression Factor 1.00 1.00 0.77 0.41 0.66 0.74 1.52 Incremental Delay, d2 28.4 0.1 2.9 0.2 0.7 19.8 0.7 Delay 70.3 34.5 41.3 4.7 16.5 54.6 15.6 Level of Service E C D A B D B Approach Delay 61.9 8.0 20.3 Approach LOS E A C Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 219 0 94 6 514 [PHONE REDACTED] 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1676 1770 3438 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1676 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 238 0 102 7 559 [PHONE REDACTED] 0 RTOR Reduction (vph) 0 0 0 0 134 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 206 0 7 559 [PHONE REDACTED] 0 Confl. Peds. 19 23 23 19 15 Confl. Bikes 3 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 18.6 1.4 66.0 42.0 13.4 78.0 Effective Green, g 18.6 1.4 66.0 42.0 13.4 78.0 Actuated g/C Ratio 0.17 0.01 0.61 0.39 0.12 0.72 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 288 22 2101 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.16 0.08 c0.12 c0.34 v/s Ratio Perm 0.12 v/c Ratio 0.71 0.32 0.27 0.21 0.95 0.47 Uniform Delay, d1 42.2 52.8 9.8 21.9 47.0 6.3 Progression Factor 1.00 0.94 0.61 0.71 0.71 0.34 Incremental Delay, d2 8.7 7.9 0.1 0.7 42.4 0.2 Delay 50.9 57.6 6.1 16.4 75.8 2.4 Level of Service D E A B E A Approach Delay 0.0 50.9 8.5 13.5 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 17.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 201 285 115 75 344 57 103 340 40 62 883 170 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1764 1511 3432 1770 3379 1770 3385 Flt Permitted 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1764 1511 3432 1770 3379 1770 3385 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 205 291 117 77 351 58 105 347 41 63 901 173 RTOR Reduction (vph) 0 0 91 0 10 0 0 8 0 0 13 0 Lane Group Flow (vph) 184 312 26 0 476 0 105 380 0 63 1061 0 Confl. Peds. 34 23 8 7 Confl. Bikes 3 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 24.1 24.1 24.1 22.8 15.6 40.4 7.2 32.0 Effective Green, g 24.1 24.1 24.1 22.8 15.6 40.4 7.2 32.0 Actuated g/C Ratio 0.22 0.22 0.22 0.21 0.14 0.37 0.07 0.30 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 375 393 337 [PHONE REDACTED] 118 1002 v/s Ratio Prot 0.11 c0.18 c0.14 c0.06 0.11 0.04 c0.31 v/s Ratio Perm 0.02 v/c Ratio 0.49 0.79 0.08 0.66 0.41 0.30 0.53 1.06 Uniform Delay, d1 36.6 39.6 33.2 39.0 42.0 23.8 48.8 38.0 Progression Factor 1.00 1.00 1.00 1.00 0.66 0.53 1.14 0.91 Incremental Delay, d2 1.0 10.5 0.1 2.2 1.0 0.6 4.1 43.7 Delay 37.6 50.2 33.3 41.2 28.7 13.2 59.5 78.3 Level of Service D D C D C B E E Approach Delay 43.2 41.2 16.5 77.3 Approach LOS D D B E Intersection Summary HCM 2000 Control Delay 52.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length 108.0 Sum of lost time 13.5 Intersection Capacity Utilization 95.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 3 193 12 94 170 99 29 386 84 102 998 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.94 1.00 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1841 1770 1733 1770 3335 1770 3466 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1841 1770 1733 1770 3335 1770 3466 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 3 208 13 101 183 106 31 415 90 110 1073 8 RTOR Reduction (vph) 0 2 0 0 17 0 0 16 0 0 1 0 Lane Group Flow (vph) 3 219 0 101 272 0 31 489 0 110 1080 0 Confl. Peds. 32 25 11 18 Confl. Bikes 1 2 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.1 11.5 33.4 6.0 47.2 11.2 52.4 Effective Green, g 2.2 24.1 11.5 33.4 6.0 47.2 11.2 52.4 Actuated g/C Ratio 0.02 0.22 0.11 0.31 0.06 0.44 0.10 0.49 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 36 410 188 535 98 1457 183 1681 v/s Ratio Prot 0.00 0.12 c0.06 c0.16 0.02 0.15 c0.06 c0.31 v/s Ratio Perm v/c Ratio 0.08 0.53 0.54 0.51 0.32 0.34 0.60 0.64 Uniform Delay, d1 51.9 37.0 45.7 30.6 49.0 20.1 46.3 20.8 Progression Factor 1.00 1.00 1.00 1.00 1.48 0.29 1.23 0.62 Incremental Delay, d2 1.0 1.3 2.9 0.8 1.8 0.6 2.8 1.0 Delay 52.9 38.3 48.7 31.3 74.6 6.5 59.6 13.8 Level of Service D D D C E A E B Approach Delay 38.5 35.8 10.4 18.0 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 99 412 40 33 34 131 508 53 69 997 20 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.94 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1487 1770 1699 1770 3379 1770 3454 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1487 1770 1699 1770 3379 1770 3454 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 25 106 443 43 35 37 141 546 57 74 1072 22 RTOR Reduction (vph) 0 0 340 0 28 0 0 6 0 0 1 0 Lane Group Flow (vph) 25 106 103 43 44 0 141 597 0 74 1093 0 Confl. Peds. 47 9 18 44 Confl. Bikes 4 3 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 25.0 25.0 6.2 27.2 14.1 51.8 12.0 49.7 Effective Green, g 4.0 25.0 25.0 6.2 27.2 14.1 51.8 12.0 49.7 Actuated g/C Ratio 0.04 0.23 0.23 0.06 0.25 0.13 0.48 0.11 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 65 431 344 101 [PHONE REDACTED] 196 1589 v/s Ratio Prot 0.01 0.06 c0.02 0.03 c0.08 0.18 0.04 c0.32 v/s Ratio Perm c0.07 v/c Ratio 0.38 0.25 0.30 0.43 0.10 0.61 0.37 0.38 0.69 Uniform Delay, d1 50.8 33.8 34.3 49.2 31.0 44.4 17.8 44.5 23.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.58 Incremental Delay, d2 3.8 0.3 0.5 2.9 0.1 4.7 0.6 1.0 2.0 Delay 54.6 34.1 34.7 52.1 31.1 49.1 18.4 29.2 15.3 Level of Service D C C D C D B C B Approach Delay 35.5 39.0 24.2 16.2 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 23.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midblock Driveway 5/19/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 4 9 56 11 39 13 947 39 29 1506 5 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 0.95 1.00 0.99 1.00 1.00 Flt Protected 0.98 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1694 1710 1770 5044 1770 3537 Flt Permitted 0.93 0.82 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1595 1444 1770 5044 1770 3537 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 4 10 61 12 42 14 1029 42 32 1637 5 RTOR Reduction (vph) 0 9 0 0 31 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 12 0 0 84 0 14 1068 0 32 1642 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.5 7.5 0.7 45.1 1.9 46.3 Effective Green, g 7.5 7.5 0.7 45.1 1.9 46.3 Actuated g/C Ratio 0.11 0.11 0.01 0.67 0.03 0.69 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 177 160 18 3370 49 2426 v/s Ratio Prot 0.01 0.21 c0.02 c0.46 v/s Ratio Perm 0.01 c0.06 v/c Ratio 0.07 0.52 0.78 0.32 0.65 0.68 Uniform Delay, d1 26.9 28.3 33.3 4.7 32.5 6.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 3.1 107.6 0.1 27.1 0.8 Delay 27.0 31.4 140.9 4.8 59.6 7.0 Level of Service C C F A E A Approach Delay 27.0 31.4 6.5 8.0 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length 67.5 Sum of lost time 13.0 Intersection Capacity Utilization 67.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 110 43 148 35 61 19 139 323 20 18 617 56 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.96 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3416 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1543 1770 1788 1770 3438 1524 1770 3416 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 116 45 156 37 64 20 146 340 21 19 649 59 RTOR Reduction (vph) 0 0 125 0 12 0 0 0 9 0 4 0 Lane Group Flow (vph) 116 45 31 37 72 0 146 340 12 19 704 0 Confl. Peds. 12 7 7 17 Confl. Bikes 2 1 4 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 7.8 23.9 23.9 3.6 19.7 13.9 69.5 69.5 2.0 57.6 Effective Green, g 7.8 23.9 23.9 3.6 19.7 13.9 69.5 69.5 2.0 57.6 Actuated g/C Ratio 0.06 0.20 0.20 0.03 0.16 0.12 0.58 0.58 0.02 0.48 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 371 307 53 [PHONE REDACTED] 882 29 1639 v/s Ratio Prot c0.03 c0.02 0.02 c0.04 c0.08 0.10 0.01 c0.21 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.52 0.12 0.10 0.70 0.25 0.71 0.17 0.01 0.66 0.43 Uniform Delay, d1 54.3 39.4 39.3 57.7 43.7 51.1 11.8 10.7 58.7 20.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.10 1.00 1.00 1.00 Incremental Delay, d2 2.2 0.1 0.1 33.1 0.4 11.0 0.2 0.0 42.6 0.8 Delay 56.5 39.6 39.4 90.8 44.1 57.6 13.2 10.7 101.2 21.3 Level of Service E D D F D E B B F C Approach Delay 45.7 58.4 25.9 23.4 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 30.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 64 0 18 2 0 0 96 410 5 15 644 93 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1749 1558 1763 1770 3431 1770 3390 Flt Permitted 0.76 1.00 0.71 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1393 1558 1320 1770 3431 1770 3390 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 70 0 20 2 0 0 104 446 5 16 700 101 RTOR Reduction (vph) 0 0 17 0 0 0 0 1 0 0 14 0 Lane Group Flow (vph) 0 70 3 0 2 0 104 450 0 16 787 0 Confl. Peds. 11 4 4 11 26 19 Confl. Bikes 5 10 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Effective Green, g 7.8 7.8 9.3 4.0 34.2 1.0 31.2 Actuated g/C Ratio 0.13 0.13 0.16 0.07 0.57 0.02 0.52 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 181 202 [PHONE REDACTED] 29 1762 v/s Ratio Prot c0.06 c0.13 0.01 c0.23 v/s Ratio Perm c0.05 0.00 0.00 v/c Ratio 0.39 0.01 0.01 0.88 0.23 0.55 0.45 Uniform Delay, d1 23.9 22.7 21.5 27.8 6.4 29.3 9.0 Progression Factor 1.00 1.00 1.00 1.11 0.34 1.04 1.28 Incremental Delay, d2 2.9 0.1 0.0 49.6 0.3 31.7 0.8 Delay 26.8 22.8 21.5 80.5 2.4 62.1 12.3 Level of Service C C C F A E B Approach Delay 25.9 21.5 17.1 13.3 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 15.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 47.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 7 19 31 11 70 36 552 75 93 702 22 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1676 1639 1770 3356 1770 3446 Flt Permitted 0.93 0.90 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1577 1489 1770 3356 1770 3446 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 12 7 20 32 11 73 38 575 78 97 731 23 RTOR Reduction (vph) 0 18 0 0 64 0 0 12 0 0 2 0 Lane Group Flow (vph) 0 22 0 0 52 0 38 641 0 97 752 0 Confl. Peds. 16 16 16 16 31 35 Confl. Bikes 1 4 4 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 0% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.5 7.5 1.6 31.9 6.6 36.9 Effective Green, g 7.5 7.5 1.6 31.9 6.6 36.9 Actuated g/C Ratio 0.12 0.12 0.03 0.53 0.11 0.61 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 197 186 47 1784 194 2119 v/s Ratio Prot 0.02 0.19 c0.05 c0.22 v/s Ratio Perm 0.01 c0.04 v/c Ratio 0.11 0.28 0.81 0.36 0.50 0.35 Uniform Delay, d1 23.3 23.8 29.0 8.1 25.1 5.7 Progression Factor 1.00 1.00 1.00 1.00 1.25 0.88 Incremental Delay, d2 0.1 0.3 60.7 0.6 0.7 0.4 Delay 23.4 24.1 89.8 8.7 32.2 5.5 Level of Service C C F A C A Approach Delay 23.4 24.1 13.2 8.5 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 47.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 177 160 751 155 217 60 396 423 72 74 521 146 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.94 1.00 1.00 0.90 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1574 1770 3539 1487 1770 3438 1428 1770 3341 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1574 1770 3539 1487 1770 3438 1428 1770 3341 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 184 167 782 161 226 62 412 441 75 77 543 152 RTOR Reduction (vph) 0 0 158 0 0 48 0 0 44 0 18 0 Lane Group Flow (vph) 184 167 624 161 226 14 412 441 31 77 677 0 Confl. Peds. 1 42 27 23 Confl. Bikes 1 4 10 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 23.5 23.5 56.3 30.3 30.3 30.3 32.8 53.8 53.8 9.7 30.7 Effective Green, g 23.5 23.5 56.3 30.3 30.3 30.3 32.8 53.8 53.8 9.7 30.7 Actuated g/C Ratio 0.18 0.18 0.43 0.23 0.23 0.23 0.25 0.41 0.41 0.07 0.23 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 316 333 674 408 816 [PHONE REDACTED] 585 130 781 v/s Ratio Prot 0.10 0.09 c0.23 c0.09 0.06 c0.23 0.13 0.04 c0.20 v/s Ratio Perm 0.17 0.01 0.02 v/c Ratio 0.58 0.50 0.93 0.39 0.28 0.04 0.93 0.31 0.05 0.59 0.87 Uniform Delay, d1 49.4 48.6 35.5 42.7 41.5 39.2 48.2 26.2 23.4 58.9 48.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 1.2 18.7 0.6 0.2 0.1 26.6 0.3 0.1 7.1 10.9 Delay 52.1 49.8 54.3 43.4 41.7 39.3 74.7 26.5 23.5 65.9 59.2 Level of Service D D D D D D E C C E E Approach Delay 53.3 42.0 47.7 59.9 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 51.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length 131.3 Sum of lost time 14.0 Intersection Capacity Utilization 93.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 75 81 10 131 14 30 589 86 89 873 545 5 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.93 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1779 1583 1770 3438 1468 1770 3156 Flt Permitted 0.96 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1779 1583 1770 3438 1468 1770 3156 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 77 84 10 135 14 31 607 89 92 900 562 5 RTOR Reduction (vph) 0 0 0 114 0 0 0 53 0 0 0 0 Lane Group Flow (vph) 0 0 171 21 0 45 607 36 92 1467 0 0 Confl. Peds. 34 25 6 Confl. Bikes 1 1 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 20.0 20.0 9.0 51.1 51.1 13.2 56.3 Effective Green, g 20.0 20.0 9.0 51.1 51.1 13.2 56.3 Actuated g/C Ratio 0.16 0.16 0.07 0.40 0.40 0.10 0.45 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 281 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 0.03 0.18 c0.05 c0.46 v/s Ratio Perm 0.01 0.02 v/c Ratio 0.61 0.09 0.36 0.44 0.06 0.50 1.04 Uniform Delay, d1 49.5 45.3 55.8 27.1 22.9 53.4 35.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.7 0.1 1.7 0.5 0.1 2.1 35.9 Delay 53.2 45.4 57.6 27.6 23.0 55.5 70.9 Level of Service D D E C C E E Approach Delay 49.8 28.9 69.9 Approach LOS D C E Intersection Summary HCM 2000 Control Delay 53.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length 126.2 Sum of lost time 16.0 Intersection Capacity Utilization 105.2% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 10 203 215 53 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.90 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.92 0.85 Flt Protected 0.98 1.00 Satd. Flow (prot) 2930 1402 Flt Permitted 0.98 1.00 Satd. Flow (perm) 2930 1402 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 Adj. Flow (vph) 10 209 222 55 RTOR Reduction (vph) 0 75 0 0 Lane Group Flow (vph) 0 372 0 49 Confl. Peds. 34 52 Confl. Bikes Heavy Vehicles 2% 2% 2% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 25.9 126.2 Effective Green, g 25.9 126.2 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 601 1402 v/s Ratio Prot c0.13 v/s Ratio Perm 0.03 v/c Ratio 0.62 0.03 Uniform Delay, d1 45.7 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 1.9 0.0 Delay 47.6 0.0 Level of Service D A Approach Delay 42.9 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 60 155 191 69 284 70 140 432 21 89 809 45 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1542 1770 3405 1770 3408 1770 3471 1545 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1542 1770 3405 1770 3408 1770 3471 1545 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 64 165 203 73 302 74 149 460 22 95 861 48 RTOR Reduction (vph) 0 0 158 0 22 0 0 0 0 0 0 26 Lane Group Flow (vph) 64 165 45 73 354 0 149 482 0 95 861 22 Confl. Peds. 30 12 12 30 24 9 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 7.0 23.9 23.9 7.0 23.9 14.2 54.5 9.6 49.9 49.9 Effective Green, g 7.0 23.9 23.9 7.0 23.9 14.2 54.5 9.6 49.9 49.9 Actuated g/C Ratio 0.06 0.22 0.22 0.06 0.22 0.13 0.50 0.09 0.46 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 114 412 341 114 [PHONE REDACTED] 157 1603 713 v/s Ratio Prot 0.04 0.09 c0.04 c0.10 c0.08 0.14 0.05 c0.25 v/s Ratio Perm 0.03 0.01 v/c Ratio 0.56 0.40 0.13 0.64 0.47 0.64 0.28 0.61 0.54 0.03 Uniform Delay, d1 49.0 35.9 33.7 49.3 36.5 44.5 15.4 47.4 20.8 15.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.44 0.64 1.00 1.00 1.00 Incremental Delay, d2 6.2 0.6 0.2 11.6 0.5 5.9 0.4 6.4 1.3 0.1 Delay 55.2 36.6 33.9 60.9 37.0 69.8 10.2 53.8 22.1 15.9 Level of Service E D C E D E B D C B Approach Delay 38.1 40.9 24.3 24.8 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 29.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 12 10 35 40 6 28 32 577 29 70 993 14 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.95 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.99 0.97 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1667 1702 1770 3438 1583 1770 3471 1583 Flt Permitted 0.96 0.83 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1612 1443 1770 3438 1583 1770 3471 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 11 38 43 7 30 35 627 32 76 1079 15 RTOR Reduction (vph) 0 34 0 0 22 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 28 0 0 58 0 35 627 32 76 1079 15 Confl. Peds. 8 8 8 8 11 18 Confl. Bikes 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 6 Permitted Phases 8 4 Actuated Green, G 11.3 11.3 4.8 77.6 51.6 9.1 81.9 22.0 Effective Green, g 11.3 11.3 4.8 77.6 51.6 9.1 81.9 22.0 Actuated g/C Ratio 0.10 0.10 0.04 0.72 0.48 0.08 0.76 0.20 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 Lane Grp Cap (vph) 168 150 78 2470 [PHONE REDACTED] 322 v/s Ratio Prot c0.02 0.18 0.02 c0.04 c0.31 0.01 v/s Ratio Perm 0.02 c0.04 v/c Ratio 0.17 0.38 0.45 0.25 0.04 0.51 0.41 0.05 Uniform Delay, d1 44.1 45.1 50.3 5.2 15.0 47.3 4.6 34.6 Progression Factor 1.00 1.00 0.85 0.21 0.59 1.34 0.30 1.15 Incremental Delay, d2 0.5 1.6 3.9 0.2 0.1 2.6 0.4 0.2 Delay 44.5 46.7 46.8 1.4 9.0 66.2 1.8 39.9 Level of Service D D D A A E A D Approach Delay 44.5 46.7 4.0 6.5 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 8.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 136 96 613 75 79 890 Ideal Flow 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 0.85 1.00 1.00 Flt Protected 0.97 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1695 3438 1583 1770 3471 Flt Permitted 0.97 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1695 3438 1583 1770 3471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 145 102 652 80 84 947 RTOR Reduction (vph) 25 0 0 0 0 0 Lane Group Flow (vph) 222 0 652 80 84 947 Confl. Peds. 6 5 Confl. Bikes 1 1 Heavy Vehicles 2% 2% 5% 2% 2% 4% Turn Type NA NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases Actuated Green, G 18.8 68.0 44.0 11.2 82.2 Effective Green, g 18.8 68.0 44.0 11.2 82.2 Actuated g/C Ratio 0.17 0.63 0.41 0.10 0.76 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 295 2164 [PHONE REDACTED] v/s Ratio Prot c0.13 0.19 0.05 c0.05 c0.27 v/s Ratio Perm v/c Ratio 0.75 0.30 0.12 0.46 0.36 Uniform Delay, d1 42.4 9.1 20.0 45.5 4.2 Progression Factor 1.00 0.29 0.61 0.87 0.22 Incremental Delay, d2 10.4 0.2 0.4 1.7 0.4 Delay 52.8 2.8 12.5 41.5 1.3 Level of Service D A B D A Approach Delay 52.8 3.9 4.6 Approach LOS D A A Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 290 90 30 541 90 130 965 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1519 1770 3438 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1519 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 315 98 33 588 98 141 1049 RTOR Reduction (vph) 0 78 0 0 0 0 0 Lane Group Flow (vph) 315 20 33 588 98 141 1049 Confl. Peds. 24 7 Confl. Bikes 3 1 Heavy Vehicles 2% 2% 2% 5% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 21.8 21.8 5.4 64.8 39.8 11.4 70.8 Effective Green, g 21.8 21.8 5.4 64.8 39.8 11.4 70.8 Actuated g/C Ratio 0.20 0.20 0.05 0.60 0.37 0.11 0.66 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 357 306 88 2062 [PHONE REDACTED] v/s Ratio Prot c0.18 c0.02 0.17 0.06 c0.08 c0.30 v/s Ratio Perm 0.01 v/c Ratio 0.88 0.06 0.38 0.29 0.17 0.76 0.46 Uniform Delay, d1 41.9 34.9 49.7 10.4 23.0 47.0 9.2 Progression Factor 1.00 1.00 0.78 0.40 0.66 0.74 1.54 Incremental Delay, d2 21.7 0.1 2.6 0.2 0.6 15.4 0.6 Delay 63.5 34.9 41.3 4.3 15.7 50.3 14.8 Level of Service E C D A B D B Approach Delay 56.7 7.6 19.0 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 22.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 208 0 88 6 478 [PHONE REDACTED] 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 Frt 0.96 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1676 1770 3438 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1676 1770 3438 1583 1770 3471 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 226 0 96 7 520 [PHONE REDACTED] 0 RTOR Reduction (vph) 0 0 0 0 135 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 187 0 7 520 [PHONE REDACTED] 0 Confl. Peds. 19 23 23 19 15 Confl. Bikes 3 6 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 17.9 1.4 66.7 42.7 13.4 78.7 Effective Green, g 17.9 1.4 66.7 42.7 13.4 78.7 Actuated g/C Ratio 0.17 0.01 0.62 0.40 0.12 0.73 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 277 22 2123 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.15 0.08 c0.11 c0.31 v/s Ratio Perm 0.11 v/c Ratio 0.67 0.32 0.24 0.19 0.89 0.43 Uniform Delay, d1 42.3 52.8 9.3 21.4 46.6 5.8 Progression Factor 1.00 0.95 0.63 0.73 0.71 0.30 Incremental Delay, d2 6.9 7.9 0.1 0.7 29.5 0.2 Delay 49.2 58.3 5.9 16.3 62.7 1.9 Level of Service D E A B E A Approach Delay 0.0 49.2 8.4 11.1 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 15.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 187 265 107 70 320 53 96 316 37 58 821 158 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1764 1511 3432 1770 3379 1770 3385 Flt Permitted 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1764 1511 3432 1770 3379 1770 3385 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 191 270 109 71 327 54 98 322 38 59 838 161 RTOR Reduction (vph) 0 0 85 0 10 0 0 7 0 0 13 0 Lane Group Flow (vph) 172 289 24 0 442 0 98 353 0 59 986 0 Confl. Peds. 34 23 8 7 Confl. Bikes 3 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 23.7 23.7 23.7 22.5 12.0 41.1 7.2 36.3 Effective Green, g 23.7 23.7 23.7 22.5 12.0 41.1 7.2 36.3 Actuated g/C Ratio 0.22 0.22 0.22 0.21 0.11 0.38 0.07 0.34 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 368 387 331 [PHONE REDACTED] 118 1137 v/s Ratio Prot 0.10 c0.16 c0.13 c0.06 0.10 0.03 c0.29 v/s Ratio Perm 0.02 v/c Ratio 0.47 0.75 0.07 0.62 0.50 0.27 0.50 0.87 Uniform Delay, d1 36.7 39.3 33.4 38.8 45.2 23.1 48.7 33.6 Progression Factor 1.00 1.00 1.00 1.00 0.67 0.54 1.16 0.93 Incremental Delay, d2 0.9 7.7 0.1 1.6 1.9 0.5 3.0 8.2 Delay 37.6 47.0 33.5 40.4 32.2 12.9 59.2 39.3 Level of Service D D C D C B E D Approach Delay 41.6 40.4 17.0 40.5 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length 108.0 Sum of lost time 13.5 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 3 184 11 87 162 92 28 359 78 95 928 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.95 1.00 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1841 1770 1734 1770 3335 1770 3466 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1841 1770 1734 1770 3335 1770 3466 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 3 198 12 94 174 99 30 386 84 102 998 8 RTOR Reduction (vph) 0 2 0 0 18 0 0 15 0 0 0 0 Lane Group Flow (vph) 3 208 0 94 255 0 30 455 0 102 1006 0 Confl. Peds. 32 25 11 18 Confl. Bikes 1 2 1 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 23.4 9.2 30.4 6.0 50.3 11.1 55.4 Effective Green, g 2.2 23.4 9.2 30.4 6.0 50.3 11.1 55.4 Actuated g/C Ratio 0.02 0.22 0.09 0.28 0.06 0.47 0.10 0.51 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 36 398 150 488 98 1553 181 1777 v/s Ratio Prot 0.00 0.11 c0.05 c0.15 0.02 0.14 c0.06 c0.29 v/s Ratio Perm v/c Ratio 0.08 0.52 0.63 0.52 0.31 0.29 0.56 0.57 Uniform Delay, d1 51.9 37.4 47.7 32.7 49.0 17.8 46.1 18.0 Progression Factor 1.00 1.00 1.00 1.00 1.49 0.27 1.21 0.54 Incremental Delay, d2 1.0 1.2 7.9 1.0 1.7 0.5 2.8 0.9 Delay 52.9 38.6 55.7 33.7 74.8 5.3 58.8 10.6 Level of Service D D E C E A E B Approach Delay 38.8 39.3 9.5 15.1 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 20.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length 108.0 Sum of lost time 14.0 Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 94 392 37 31 32 125 472 49 64 927 19 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.94 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1487 1770 1701 1770 3379 1770 3454 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1487 1770 1701 1770 3379 1770 3454 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 24 101 422 40 33 34 134 508 53 69 997 20 RTOR Reduction (vph) 0 0 324 0 25 0 0 6 0 0 1 0 Lane Group Flow (vph) 24 101 98 40 42 0 134 555 0 69 1016 0 Confl. Peds. 47 9 18 44 Confl. Bikes 4 3 2 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 25.0 25.0 6.1 27.1 13.8 51.9 12.0 50.1 Effective Green, g 4.0 25.0 25.0 6.1 27.1 13.8 51.9 12.0 50.1 Actuated g/C Ratio 0.04 0.23 0.23 0.06 0.25 0.13 0.48 0.11 0.46 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 65 431 344 99 [PHONE REDACTED] 196 1602 v/s Ratio Prot 0.01 0.05 c0.02 0.02 c0.08 0.16 0.04 c0.29 v/s Ratio Perm c0.07 v/c Ratio 0.37 0.23 0.28 0.40 0.10 0.59 0.34 0.35 0.63 Uniform Delay, d1 50.8 33.7 34.1 49.2 31.1 44.4 17.4 44.4 22.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.64 0.60 Incremental Delay, d2 3.5 0.3 0.5 2.7 0.1 4.1 0.6 0.9 1.7 Delay 54.3 34.0 34.6 51.9 31.2 48.6 18.0 29.4 14.9 Level of Service D C C D C D B C B Approach Delay 35.3 38.9 23.9 15.8 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 23.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length 108.0 Sum of lost time 13.0 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midblock Driveway 5/19/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: AM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 5 4 8 51 10 37 12 851 35 26 1334 4 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.95 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1693 1708 1770 5045 1770 3537 Flt Permitted 0.94 0.83 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1612 1450 1770 5045 1770 3537 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 4 9 55 11 40 13 925 38 28 1450 4 RTOR Reduction (vph) 0 8 0 0 33 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 10 0 0 73 0 13 960 0 28 1454 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 6.8 6.8 0.6 37.6 1.7 38.7 Effective Green, g 6.8 6.8 0.6 37.6 1.7 38.7 Actuated g/C Ratio 0.12 0.12 0.01 0.64 0.03 0.65 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 185 166 17 3209 50 2316 v/s Ratio Prot 0.01 0.19 c0.02 c0.41 v/s Ratio Perm 0.01 c0.05 v/c Ratio 0.05 0.44 0.76 0.30 0.56 0.63 Uniform Delay, d1 23.3 24.4 29.2 4.8 28.3 6.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 1.9 106.9 0.1 13.6 0.5 Delay 23.4 26.2 136.0 4.9 41.9 6.5 Level of Service C C F A D A Approach Delay 23.4 26.2 6.6 7.2 Approach LOS C C A A Intersection Summary HCM 2000 Control Delay 7.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length 59.1 Sum of lost time 13.0 Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 345 218 133 88 145 33 335 754 68 74 466 102 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.94 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3339 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3339 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 356 225 137 91 149 34 345 777 70 76 480 105 RTOR Reduction (vph) 0 0 108 0 8 0 0 0 38 0 13 0 Lane Group Flow (vph) 356 225 29 91 175 0 345 777 32 76 572 0 Confl. Peds. 18 17 19 31 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 11.0 25.6 25.6 10.4 25.0 20.0 55.2 55.2 7.8 43.0 Effective Green, g 11.0 25.6 25.6 10.4 25.0 20.0 55.2 55.2 7.8 43.0 Actuated g/C Ratio 0.09 0.21 0.21 0.09 0.21 0.17 0.46 0.46 0.06 0.36 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 397 328 153 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 c0.12 0.05 0.10 c0.19 c0.22 0.04 0.17 v/s Ratio Perm 0.02 0.02 v/c Ratio 1.13 0.57 0.09 0.59 0.47 1.17 0.49 0.05 0.66 0.48 Uniform Delay, d1 54.5 42.2 37.9 52.8 41.7 50.0 22.5 17.9 54.8 29.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.84 1.14 4.31 1.00 1.00 Incremental Delay, d2 92.0 1.9 0.1 6.1 0.9 104.4 1.0 0.1 13.4 1.4 Delay 146.5 44.1 38.0 58.9 42.6 146.5 26.7 77.3 68.2 31.2 Level of Service F D D E D F C E E C Approach Delay 93.7 48.0 64.3 35.4 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 63.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 147 0 28 12 3 3 100 941 2 18 623 63 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1554 1757 1770 3470 1770 3410 Flt Permitted 0.75 1.00 0.82 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1388 1554 1486 1770 3470 1770 3410 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 155 0 29 13 3 3 105 991 2 19 656 66 RTOR Reduction (vph) 0 0 23 0 2 0 0 0 0 0 10 0 Lane Group Flow (vph) 0 155 6 0 17 0 105 993 0 19 712 0 Confl. Peds. 6 6 25 28 Confl. Bikes 14 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 12.1 12.1 13.6 4.0 30.1 0.8 26.9 Effective Green, g 12.1 12.1 13.6 4.0 30.1 0.8 26.9 Actuated g/C Ratio 0.20 0.20 0.23 0.07 0.50 0.01 0.45 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 279 313 [PHONE REDACTED] 23 1528 v/s Ratio Prot c0.06 c0.29 0.01 0.21 v/s Ratio Perm c0.11 0.00 0.01 v/c Ratio 0.56 0.02 0.05 0.89 0.57 0.83 0.47 Uniform Delay, d1 21.5 19.2 18.1 27.8 10.4 29.5 11.5 Progression Factor 1.00 1.00 1.00 1.34 0.69 1.04 1.51 Incremental Delay, d2 4.0 0.1 0.1 49.1 1.2 113.1 0.9 Delay 25.6 19.2 18.3 86.2 8.4 143.6 18.4 Level of Service C B B F A F B Approach Delay 24.6 18.3 15.9 21.6 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 19 16 40 28 6 83 39 1024 122 76 680 18 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.94 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.90 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.99 0.99 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1682 1640 1770 3471 1482 1770 3451 Flt Permitted 0.91 0.93 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1556 1542 1770 3471 1482 1770 3451 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 20 17 42 29 6 86 41 1067 127 79 708 19 RTOR Reduction (vph) 0 37 0 0 75 0 0 0 53 0 2 0 Lane Group Flow (vph) 0 42 0 0 46 0 41 1067 74 79 725 0 Confl. Peds. 17 17 15 27 Confl. Bikes 2 12 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Perm Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 2 Actuated Green, G 7.4 7.4 2.4 35.0 35.0 3.6 36.2 Effective Green, g 7.4 7.4 2.4 35.0 35.0 3.6 36.2 Actuated g/C Ratio 0.12 0.12 0.04 0.58 0.58 0.06 0.60 Clearance Time 4.0 4.0 4.0 6.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 4.0 2.0 4.0 Lane Grp Cap (vph) 191 190 70 2024 [PHONE REDACTED] v/s Ratio Prot 0.02 c0.31 c0.04 0.21 v/s Ratio Perm 0.03 c0.03 0.05 v/c Ratio 0.22 0.24 0.59 0.53 0.09 0.75 0.35 Uniform Delay, d1 23.7 23.8 28.3 7.5 5.5 27.7 6.0 Progression Factor 1.00 1.00 1.08 1.44 2.30 1.41 0.55 Incremental Delay, d2 0.2 0.2 7.4 0.9 0.2 20.7 0.4 Delay 23.9 24.0 37.8 11.7 12.8 59.8 3.7 Level of Service C C D B B E A Approach Delay 23.9 24.0 12.7 9.2 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 12.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 54.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 192 0 592 102 366 85 422 928 0 0 555 194 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.88 1.00 0.95 1.00 0.97 0.91 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.96 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 2721 1770 3539 1524 3433 4988 3471 1550 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1770 2721 1770 3539 1524 3433 4988 3471 1550 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 200 0 617 106 381 89 440 967 0 0 578 202 RTOR Reduction (vph) 0 0 530 0 0 73 0 0 0 0 0 109 Lane Group Flow (vph) 200 0 87 106 381 16 440 967 0 0 578 93 Confl. Peds. 1 26 14 8 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot custom Split NA Perm Prot NA NA Perm Protected Phases 4 3 3 5 2 6 Permitted Phases 4 3 6 Actuated Green, G 16.9 16.9 20.9 20.9 20.9 18.8 71.2 49.4 49.4 Effective Green, g 16.9 16.9 20.9 20.9 20.9 18.8 71.2 49.4 49.4 Actuated g/C Ratio 0.14 0.14 0.17 0.17 0.17 0.16 0.59 0.41 0.41 Clearance Time 3.5 3.5 3.5 3.5 3.5 3.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 5.0 Lane Grp Cap (vph) 249 383 308 616 [PHONE REDACTED] 1428 638 v/s Ratio Prot c0.11 0.06 c0.11 c0.13 0.19 c0.17 v/s Ratio Perm 0.03 0.01 0.06 v/c Ratio 0.80 0.23 0.34 0.62 0.06 0.82 0.33 0.40 0.15 Uniform Delay, d1 49.9 45.8 43.5 45.9 41.3 49.0 12.3 24.9 22.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.81 0.86 0.75 1.23 Incremental Delay, d2 16.9 0.3 0.7 1.9 0.1 6.6 0.2 0.8 0.5 Delay 66.8 46.1 44.2 47.7 41.4 46.1 10.7 19.4 27.7 Level of Service E D D D D D B B C Approach Delay 51.1 46.1 21.8 21.6 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 120.0 Sum of lost time 14.0 Intersection Capacity Utilization 83.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 5 Movement EBL EBT EBR EBR2 WBL2 WBL WBT WBR NBL2 NBL NBT NBR Lane Configurations Volume (vph) 24 53 19 17 80 54 41 245 101 134 752 143 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.77 1.00 0.99 1.00 1.00 0.93 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.98 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1834 1215 1794 1561 1770 3471 1471 Flt Permitted 0.98 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1834 1215 1794 1561 1770 3471 1471 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 26 56 20 18 85 57 44 261 107 143 800 152 RTOR Reduction (vph) 0 0 36 0 0 0 0 235 0 0 0 89 Lane Group Flow (vph) 0 82 2 0 0 0 186 26 0 250 800 63 Confl. Peds. 53 23 34 Confl. Bikes 2 2 1 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% Turn Type Split NA Perm Split Split NA Perm Prot Prot NA Perm Protected Phases 3 3 7 7 7 5 5 2 Permitted Phases 3 7 2 Actuated Green, G 7.8 7.8 12.0 12.0 11.0 50.1 50.1 Effective Green, g 7.8 7.8 12.0 12.0 11.0 50.1 50.1 Actuated g/C Ratio 0.06 0.06 0.10 0.10 0.09 0.42 0.42 Clearance Time 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 5.0 Lane Grp Cap (vph) 119 78 179 [PHONE REDACTED] 614 v/s Ratio Prot c0.04 c0.10 c0.14 0.23 v/s Ratio Perm 0.00 0.02 0.04 v/c Ratio 0.69 0.03 1.04 0.17 1.54 0.55 0.10 Uniform Delay, d1 54.9 52.6 54.0 49.4 54.5 26.5 21.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.3 0.2 77.9 0.5 272.7 1.5 0.3 Delay 70.3 52.7 131.9 49.9 327.2 28.0 21.6 Level of Service E D F D F C C Approach Delay 64.7 84.1 89.4 Approach LOS E F F Intersection Summary HCM 2000 Control Delay 79.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length 120.0 Sum of lost time 20.0 Intersection Capacity Utilization 90.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 6 Movement SBL SBT SBR SBR2 NEL2 NEL NER NER2 Lane Configurations Volume (vph) 428 609 183 8 18 322 120 16 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.97 0.95 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.96 0.96 0.85 Flt Protected 0.95 1.00 0.96 1.00 Satd. Flow (prot) 3433 3273 3195 1401 Flt Permitted 0.95 1.00 0.96 1.00 Satd. Flow (perm) 3433 3273 3195 1401 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 455 648 195 9 19 343 128 17 RTOR Reduction (vph) 0 1 0 0 0 132 0 0 Lane Group Flow (vph) 455 851 0 0 0 360 0 15 Confl. Peds. 23 10 34 53 Confl. Bikes 2 2 Heavy Vehicles 2% 4% 2% 2% 2% 2% 0% 2% Turn Type Prot NA Split NA Free Protected Phases 1 6 4 4 Permitted Phases Free Actuated Green, G 19.1 59.2 11.0 120.0 Effective Green, g 19.1 59.2 11.0 120.0 Actuated g/C Ratio 0.16 0.49 0.09 1.00 Clearance Time 4.0 4.0 4.0 Vehicle Extension 3.0 5.0 3.0 Lane Grp Cap (vph) 546 1614 292 1401 v/s Ratio Prot c0.13 c0.26 c0.11 v/s Ratio Perm 0.01 v/c Ratio 0.83 0.53 1.23 0.01 Uniform Delay, d1 48.9 20.8 54.5 0.0 Progression Factor 1.09 0.69 1.00 1.00 Incremental Delay, d2 9.3 1.1 131.3 0.0 Delay 62.5 15.4 185.8 0.0 Level of Service E B F A Approach Delay 31.8 180.3 Approach LOS C F Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 113 189 115 72 176 50 155 930 61 87 609 38 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1741 1863 1537 1755 3392 1770 3423 1770 3471 1524 Flt Permitted 0.48 1.00 1.00 0.35 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 884 1863 1537 653 3392 1770 3423 1770 3471 1524 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 116 195 119 74 181 52 160 959 63 90 628 39 RTOR Reduction (vph) 0 0 99 0 24 0 0 3 0 0 0 15 Lane Group Flow (vph) 116 195 20 74 209 0 160 1019 0 90 628 24 Confl. Peds. 22 11 11 22 34 19 Confl. Bikes 4 1 11 5 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G 19.2 19.2 19.2 19.2 19.2 15.8 75.2 9.6 69.0 69.0 Effective Green, g 19.2 19.2 19.2 19.2 19.2 15.8 75.2 9.6 69.0 69.0 Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.17 0.14 0.66 0.08 0.61 0.61 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 148 313 258 109 [PHONE REDACTED] 149 2100 922 v/s Ratio Prot 0.10 0.06 c0.09 c0.30 0.05 0.18 v/s Ratio Perm c0.13 0.01 0.11 0.02 v/c Ratio 0.78 0.62 0.08 0.68 0.37 0.65 0.45 0.60 0.30 0.03 Uniform Delay, d1 45.4 44.0 39.9 44.5 42.0 46.5 9.4 50.4 10.8 9.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.30 0.27 1.00 1.00 1.00 Incremental Delay, d2 23.2 3.8 0.1 15.5 0.4 5.5 0.6 6.7 0.4 0.1 Delay 68.6 47.9 40.1 60.0 42.4 65.8 3.1 57.1 11.2 9.1 Level of Service E D D E D E A E B A Approach Delay 51.3 46.7 11.6 16.6 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 15 26 37 3 42 71 1042 44 112 637 12 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 Frt 0.95 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.98 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1705 1663 1770 3444 1770 3459 Flt Permitted 0.90 0.87 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1567 1473 1770 3444 1770 3459 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 24 16 27 39 3 44 74 1085 46 117 664 12 RTOR Reduction (vph) 0 24 0 0 36 0 0 2 0 0 1 0 Lane Group Flow (vph) 0 43 0 0 50 0 74 1129 0 117 675 0 Confl. Peds. 12 13 13 12 16 16 Confl. Bikes 1 6 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 8 4 5 2 1 6 Permitted Phases 8 4 Actuated Green, G 13.6 13.6 6.4 74.8 15.6 84.0 Effective Green, g 13.6 13.6 6.4 74.8 15.6 84.0 Actuated g/C Ratio 0.12 0.12 0.06 0.66 0.14 0.74 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 186 175 99 2259 242 2548 v/s Ratio Prot c0.04 c0.33 c0.07 0.20 v/s Ratio Perm 0.03 c0.03 v/c Ratio 0.23 0.29 0.75 0.50 0.48 0.26 Uniform Delay, d1 45.5 45.8 53.0 10.0 45.5 4.9 Progression Factor 1.00 1.00 1.27 0.38 1.17 1.07 Incremental Delay, d2 0.6 0.9 22.0 0.7 1.5 0.2 Delay 46.1 46.7 89.4 4.5 54.8 5.5 Level of Service D D F A D A Approach Delay 46.1 46.7 9.7 12.7 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 11 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 141 167 1 980 122 89 673 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.98 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.93 0.98 1.00 1.00 Flt Protected 0.98 1.00 0.95 1.00 Satd. Flow (prot) 1659 3376 1770 3471 Flt Permitted 0.98 0.95 0.95 1.00 Satd. Flow (perm) 1659 3223 1770 3471 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 145 172 1 1010 126 92 694 RTOR Reduction (vph) 38 0 0 7 0 0 0 Lane Group Flow (vph) 279 0 0 1130 0 92 694 Confl. Peds. 18 33 Confl. Bikes 1 11 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm NA Prot NA Protected Phases 4 2 1 6 Permitted Phases 2 Actuated Green, G 22.0 71.8 10.2 85.0 Effective Green, g 22.0 71.8 10.2 85.0 Actuated g/C Ratio 0.19 0.63 0.09 0.75 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 320 2029 158 2588 v/s Ratio Prot c0.17 c0.05 0.20 v/s Ratio Perm c0.35 v/c Ratio 0.87 0.56 0.58 0.27 Uniform Delay, d1 44.6 12.0 49.9 4.6 Progression Factor 1.00 0.30 1.10 0.71 Incremental Delay, d2 22.0 0.9 5.3 0.3 Delay 66.6 4.5 60.0 3.5 Level of Service E A E A Approach Delay 66.6 4.5 10.1 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 82.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 12 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 182 90 59 1029 152 153 612 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1534 1770 3372 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1534 1770 3372 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 192 95 62 1083 160 161 644 RTOR Reduction (vph) 0 80 0 9 0 0 0 Lane Group Flow (vph) 192 15 62 1234 0 161 644 Confl. Peds. 17 29 Confl. Bikes 2 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 18.0 18.0 7.2 72.2 13.8 78.8 Effective Green, g 18.0 18.0 7.2 72.2 13.8 78.8 Actuated g/C Ratio 0.16 0.16 0.06 0.63 0.12 0.69 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 279 [PHONE REDACTED] 214 2399 v/s Ratio Prot c0.11 0.04 c0.37 c0.09 0.19 v/s Ratio Perm 0.01 v/c Ratio 0.69 0.06 0.56 0.58 0.75 0.27 Uniform Delay, d1 45.3 40.8 51.9 12.1 48.4 6.7 Progression Factor 1.00 1.00 0.65 0.33 0.78 0.50 Incremental Delay, d2 6.9 0.1 4.6 0.9 13.2 0.3 Delay 52.2 40.9 38.6 4.9 51.0 3.6 Level of Service D D D A D A Approach Delay 48.5 6.5 13.1 Approach LOS D A B Intersection Summary HCM 2000 Control Delay 13.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 128 0 61 6 1155 126 149 663 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00 Frt 0.96 1.00 0.99 1.00 1.00 Flt Protected 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1655 1770 3384 1770 3471 Flt Permitted 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1655 1770 3384 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 135 0 64 6 1216 133 157 698 0 RTOR Reduction (vph) 0 0 0 0 62 0 0 7 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 137 0 6 1342 0 157 698 0 Confl. Peds. 14 35 35 14 31 Confl. Bikes 2 8 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Prot NA Prot NA Protected Phases 4 5 2 1 6 Permitted Phases 4 Actuated Green, G 21.6 1.4 67.0 15.4 81.0 Effective Green, g 21.6 1.4 67.0 15.4 81.0 Actuated g/C Ratio 0.19 0.01 0.59 0.14 0.71 Clearance Time 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 4.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 313 21 1988 239 2466 v/s Ratio Prot 0.00 c0.40 c0.09 0.20 v/s Ratio Perm 0.08 v/c Ratio 0.44 0.29 0.67 0.66 0.28 Uniform Delay, d1 40.8 55.8 16.1 46.8 6.0 Progression Factor 1.00 1.12 0.36 0.98 0.62 Incremental Delay, d2 1.3 4.7 1.2 6.1 0.3 Delay 42.2 67.1 7.0 51.9 4.0 Level of Service D E A D A Approach Delay 0.0 42.2 7.2 12.8 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 12.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 114.0 Sum of lost time 10.0 Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 348 249 156 67 230 67 209 955 68 52 544 123 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.96 0.99 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 1.00 0.99 1.00 0.97 Flt Protected 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1754 1523 3386 1770 3416 1770 3365 Flt Permitted 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1754 1523 3386 1770 3416 1770 3365 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 370 265 166 71 245 71 222 1016 72 55 579 131 RTOR Reduction (vph) 0 0 129 0 18 0 0 4 0 0 16 0 Lane Group Flow (vph) 311 324 37 0 369 0 222 1084 0 55 694 0 Confl. Peds. 22 22 31 20 Confl. Bikes 3 3 5 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 25.3 25.3 25.3 21.9 18.6 46.1 7.2 34.7 Effective Green, g 25.3 25.3 25.3 21.9 18.6 46.1 7.2 34.7 Actuated g/C Ratio 0.22 0.22 0.22 0.19 0.16 0.40 0.06 0.30 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 373 389 337 [PHONE REDACTED] 111 1024 v/s Ratio Prot c0.18 0.18 c0.11 0.13 c0.32 0.03 c0.21 v/s Ratio Perm 0.02 v/c Ratio 0.83 0.83 0.11 0.57 0.77 0.78 0.50 0.68 Uniform Delay, d1 42.3 42.3 35.4 41.8 45.7 29.6 51.6 34.7 Progression Factor 1.00 1.00 1.00 1.00 0.60 0.49 0.99 0.72 Incremental Delay, d2 14.7 14.1 0.1 1.1 8.4 3.1 3.3 3.5 Delay 57.1 56.5 35.5 42.9 35.9 17.6 54.5 28.7 Level of Service E E D D D B D C Approach Delay 52.4 42.9 20.7 30.5 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 33.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length 114.0 Sum of lost time 13.5 Intersection Capacity Utilization 91.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 11 164 35 96 150 124 87 1046 95 127 696 9 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.96 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1797 1770 1668 1770 3399 1770 3461 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1797 1770 1668 1770 3399 1770 3461 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 178 38 104 163 135 95 1137 103 138 757 10 RTOR Reduction (vph) 0 7 0 0 24 0 0 5 0 0 1 0 Lane Group Flow (vph) 12 209 0 104 274 0 95 1235 0 138 766 0 Confl. Peds. 31 60 38 34 Confl. Bikes 2 7 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.7 11.6 34.1 11.1 52.1 11.6 52.6 Effective Green, g 2.2 24.7 11.6 34.1 11.1 52.1 11.6 52.6 Actuated g/C Ratio 0.02 0.22 0.10 0.30 0.10 0.46 0.10 0.46 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 34 389 180 [PHONE REDACTED] 180 1596 v/s Ratio Prot 0.01 0.12 c0.06 c0.16 0.05 c0.36 c0.08 0.22 v/s Ratio Perm v/c Ratio 0.35 0.54 0.58 0.55 0.55 0.79 0.77 0.48 Uniform Delay, d1 55.2 39.6 48.9 33.5 49.1 26.4 49.9 21.2 Progression Factor 1.00 1.00 1.00 1.00 1.29 0.31 1.17 0.43 Incremental Delay, d2 6.2 1.4 4.4 1.3 2.3 2.6 15.4 0.9 Delay 61.4 41.0 53.3 34.8 65.4 10.6 73.8 10.1 Level of Service E D D C E B E B Approach Delay 42.1 39.6 14.5 19.8 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 21.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 11/14/2013 2040 No Project Conditions 8 Report Timing Plan: PM Peak Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 188 269 108 122 [PHONE REDACTED] 148 164 638 24 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.98 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1440 1770 1675 1770 3367 1770 3441 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1440 1770 1675 1770 3367 1770 3441 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 23 198 283 114 128 [PHONE REDACTED] 156 173 672 25 RTOR Reduction (vph) 0 0 217 0 35 0 0 9 0 0 2 0 Lane Group Flow (vph) 23 198 66 114 248 0 315 1258 0 173 695 0 Confl. Peds. 75 24 40 38 Confl. Bikes 3 1 7 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 26.4 26.4 12.6 35.0 19.0 47.0 15.0 43.0 Effective Green, g 4.0 26.4 26.4 12.6 35.0 19.0 47.0 15.0 43.0 Actuated g/C Ratio 0.04 0.23 0.23 0.11 0.31 0.17 0.41 0.13 0.38 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 62 431 333 195 [PHONE REDACTED] 232 1297 v/s Ratio Prot 0.01 0.11 c0.06 c0.15 c0.18 c0.37 c0.10 0.20 v/s Ratio Perm 0.05 v/c Ratio 0.37 0.46 0.20 0.58 0.48 1.07 0.91 0.75 0.54 Uniform Delay, d1 53.8 37.7 35.3 48.2 32.1 47.5 31.4 47.7 27.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.73 0.67 Incremental Delay, d2 3.7 0.8 0.3 4.4 0.7 71.5 10.1 11.1 1.4 Delay 57.5 38.4 35.6 52.6 32.8 119.0 41.6 45.7 19.9 Level of Service E D D D C F D D B Approach Delay 37.7 38.5 57.0 25.0 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 43.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 91.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 345 218 168 94 145 33 368 883 74 74 604 102 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.94 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3365 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3365 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 356 225 173 97 149 34 379 910 76 76 623 105 RTOR Reduction (vph) 0 0 136 0 8 0 0 0 41 0 10 0 Lane Group Flow (vph) 356 225 37 97 175 0 379 910 35 76 718 0 Confl. Peds. 18 17 19 31 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 11.0 25.5 25.5 10.6 25.1 20.0 55.1 55.1 7.8 42.9 Effective Green, g 11.0 25.5 25.5 10.6 25.1 20.0 55.1 55.1 7.8 42.9 Actuated g/C Ratio 0.09 0.21 0.21 0.09 0.21 0.17 0.46 0.46 0.06 0.36 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 395 326 156 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 c0.12 0.05 0.10 c0.21 c0.26 0.04 0.21 v/s Ratio Perm 0.02 0.02 v/c Ratio 1.13 0.57 0.11 0.62 0.47 1.28 0.57 0.05 0.66 0.60 Uniform Delay, d1 54.5 42.3 38.1 52.8 41.6 50.0 23.8 18.0 54.8 31.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.93 1.24 3.67 1.00 1.00 Incremental Delay, d2 92.0 1.9 0.2 7.5 0.9 148.7 1.3 0.1 13.4 2.2 Delay 146.5 44.2 38.3 60.3 42.5 195.2 30.8 66.1 68.2 33.7 Level of Service F D D E D F C E E C Approach Delay 91.1 48.6 78.4 37.0 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 68.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 147 0 28 12 3 3 100 1109 2 18 802 63 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1554 1757 1770 3470 1770 3422 Flt Permitted 0.75 1.00 0.82 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1388 1554 1486 1770 3470 1770 3422 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 155 0 29 13 3 3 105 1167 2 19 844 66 RTOR Reduction (vph) 0 0 23 0 2 0 0 0 0 0 8 0 Lane Group Flow (vph) 0 155 6 0 17 0 105 1169 0 19 902 0 Confl. Peds. 6 6 25 28 Confl. Bikes 14 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 12.1 12.1 13.6 4.0 30.1 0.8 26.9 Effective Green, g 12.1 12.1 13.6 4.0 30.1 0.8 26.9 Actuated g/C Ratio 0.20 0.20 0.23 0.07 0.50 0.01 0.45 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 279 313 [PHONE REDACTED] 23 1534 v/s Ratio Prot c0.06 c0.34 0.01 0.26 v/s Ratio Perm c0.11 0.00 0.01 v/c Ratio 0.56 0.02 0.05 0.89 0.67 0.83 0.59 Uniform Delay, d1 21.5 19.2 18.1 27.8 11.2 29.5 12.4 Progression Factor 1.00 1.00 1.00 1.25 0.77 0.98 1.69 Incremental Delay, d2 4.0 0.1 0.1 45.0 1.7 108.8 1.4 Delay 25.6 19.2 18.3 79.8 10.3 137.8 22.4 Level of Service C B B E B F C Approach Delay 24.6 18.3 16.0 24.7 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 20.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 60.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 19 17 46 28 7 106 44 1169 122 102 834 18 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.98 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.92 0.90 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1672 1613 1770 3407 1770 3455 Flt Permitted 0.89 0.94 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1501 1532 1770 3407 1770 3455 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 20 18 48 29 7 110 46 1218 127 106 869 19 RTOR Reduction (vph) 0 42 0 0 96 0 0 9 0 0 2 0 Lane Group Flow (vph) 0 44 0 0 50 0 46 1336 0 106 886 0 Confl. Peds. 17 17 17 17 15 27 Confl. Bikes 2 12 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.5 7.5 3.6 33.7 4.8 34.9 Effective Green, g 7.5 7.5 3.6 33.7 4.8 34.9 Actuated g/C Ratio 0.12 0.12 0.06 0.56 0.08 0.58 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 187 [PHONE REDACTED] 141 2009 v/s Ratio Prot 0.03 c0.39 c0.06 0.26 v/s Ratio Perm 0.03 c0.03 v/c Ratio 0.24 0.26 0.43 0.70 0.75 0.44 Uniform Delay, d1 23.7 23.7 27.2 9.5 27.0 7.1 Progression Factor 1.00 1.00 1.00 1.00 1.43 0.53 Incremental Delay, d2 0.2 0.3 1.0 2.1 16.2 0.6 Delay 23.9 24.0 28.3 11.6 55.0 4.3 Level of Service C C C B D A Approach Delay 23.9 24.0 12.2 9.7 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 12.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 216 221 474 138 375 85 477 1079 107 193 521 194 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.96 1.00 1.00 0.95 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1575 1770 3539 1522 1770 3471 1497 1770 3328 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1575 1770 3539 1522 1770 3471 1497 1770 3328 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 225 230 494 144 391 89 497 1124 111 201 543 202 RTOR Reduction (vph) 0 0 180 0 0 70 0 0 50 0 26 0 Lane Group Flow (vph) 225 230 314 144 391 19 497 1124 61 201 719 0 Confl. Peds. 1 26 14 8 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 21.6 21.6 54.2 26.6 26.6 26.6 32.6 47.8 47.8 16.3 31.5 Effective Green, g 21.6 21.6 54.2 26.6 26.6 26.6 32.6 47.8 47.8 16.3 31.5 Actuated g/C Ratio 0.17 0.17 0.43 0.21 0.21 0.21 0.26 0.38 0.38 0.13 0.25 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 302 318 713 372 745 [PHONE REDACTED] 566 228 830 v/s Ratio Prot c0.13 0.12 0.11 0.08 c0.11 c0.28 0.32 0.11 c0.22 v/s Ratio Perm 0.09 0.01 0.04 v/c Ratio 0.75 0.72 0.44 0.39 0.52 0.06 1.09 0.86 0.11 0.88 0.87 Uniform Delay, d1 49.7 49.5 25.4 42.8 44.2 39.8 46.8 36.1 25.4 54.1 45.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.6 7.9 0.4 0.7 0.7 0.1 68.7 6.2 0.2 30.3 10.2 Delay 59.3 57.4 25.8 43.5 44.9 39.9 115.5 42.3 25.6 84.3 55.6 Level of Service E E C D D D F D C F E Approach Delay 41.4 43.9 62.3 61.7 Approach LOS D D E E Intersection Summary HCM 2000 Control Delay 54.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length 126.3 Sum of lost time 14.0 Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 112 37 84 325 101 134 999 86 102 804 226 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.92 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 1562 1770 3471 1462 1770 3278 Flt Permitted 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 1562 1770 3471 1462 1770 3278 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 119 39 89 346 [PHONE REDACTED] 91 109 855 240 7 RTOR Reduction (vph) 0 0 0 219 0 0 0 41 0 0 0 0 Lane Group Flow (vph) 0 0 247 127 0 250 1063 50 109 1102 0 0 Confl. Peds. 34 23 10 Confl. Bikes 1 4 2 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 23.4 23.4 20.6 50.8 50.8 14.2 45.4 Effective Green, g 23.4 23.4 20.6 50.8 50.8 14.2 45.4 Actuated g/C Ratio 0.18 0.18 0.16 0.39 0.39 0.11 0.35 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 321 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.14 c0.14 0.31 0.06 c0.34 v/s Ratio Perm 0.08 0.03 v/c Ratio 0.77 0.46 0.90 0.79 0.09 0.57 0.97 Uniform Delay, d1 51.4 48.3 54.4 35.6 25.6 55.7 42.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 10.6 1.2 30.0 3.8 0.1 4.1 20.7 Delay 62.0 49.5 84.4 39.4 25.7 59.8 63.1 Level of Service E D F D C E E Approach Delay 54.7 46.6 62.8 Approach LOS D D E Intersection Summary HCM 2000 Control Delay 53.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length 131.4 Sum of lost time 16.0 Intersection Capacity Utilization 99.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 18 350 128 16 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.95 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.96 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 3184 1401 Flt Permitted 0.96 1.00 Satd. Flow (perm) 3184 1401 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 Adj. Flow (vph) 19 372 136 17 RTOR Reduction (vph) 0 49 0 0 Lane Group Flow (vph) 0 480 0 15 Confl. Peds. 34 53 Confl. Bikes Heavy Vehicles 2% 2% 0% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 27.0 131.4 Effective Green, g 27.0 131.4 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 654 1401 v/s Ratio Prot c0.15 v/s Ratio Perm 0.01 v/c Ratio 0.73 0.01 Uniform Delay, d1 48.8 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 4.3 0.0 Delay 53.1 0.0 Level of Service D A Approach Delay 51.6 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 131 189 141 72 176 50 181 1102 61 87 778 54 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1540 1770 3393 1770 3430 1770 3471 1523 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1540 1770 3393 1770 3430 1770 3471 1523 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 135 195 145 74 181 52 187 1136 63 90 802 56 RTOR Reduction (vph) 0 0 110 0 25 0 0 0 0 0 0 32 Lane Group Flow (vph) 135 195 35 74 208 0 187 1199 0 90 802 24 Confl. Peds. 22 11 11 22 34 19 Confl. Bikes 4 1 11 5 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 11.4 27.4 27.4 7.7 23.7 16.7 57.1 8.8 49.2 49.2 Effective Green, g 11.4 27.4 27.4 7.7 23.7 16.7 57.1 8.8 49.2 49.2 Actuated g/C Ratio 0.10 0.24 0.24 0.07 0.21 0.15 0.50 0.08 0.43 0.43 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 177 447 370 119 [PHONE REDACTED] 136 1498 657 v/s Ratio Prot c0.08 c0.10 0.04 0.06 c0.11 c0.35 0.05 0.23 v/s Ratio Perm 0.02 0.02 v/c Ratio 0.76 0.44 0.09 0.62 0.29 0.72 0.70 0.66 0.54 0.04 Uniform Delay, d1 50.0 36.7 33.7 51.7 38.1 46.4 21.8 51.2 24.0 18.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.14 0.57 1.00 1.00 1.00 Incremental Delay, d2 17.5 0.7 0.1 9.7 0.2 8.2 2.0 11.5 1.4 0.1 Delay 67.5 37.4 33.8 61.4 38.3 61.0 14.6 62.6 25.3 18.8 Level of Service E D C E D E B E C B Approach Delay 44.9 43.9 20.8 28.5 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 29.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 15 26 45 3 51 71 1231 52 120 824 12 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 0.93 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.98 0.98 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1706 1662 1770 3471 1583 1770 3471 1583 Flt Permitted 0.90 0.87 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1564 1472 1770 3471 1583 1770 3471 1583 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 24 16 27 47 3 53 74 1282 54 125 858 12 RTOR Reduction (vph) 0 23 0 0 36 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 44 0 0 67 0 74 1282 54 125 858 12 Confl. Peds. 12 13 13 12 16 16 Confl. Bikes 1 6 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 12 Permitted Phases 8 4 Actuated Green, G 15.8 15.8 6.4 74.7 48.7 13.5 81.8 44.9 Effective Green, g 15.8 15.8 6.4 74.7 48.7 13.5 81.8 44.9 Actuated g/C Ratio 0.14 0.14 0.06 0.66 0.43 0.12 0.72 0.39 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 216 204 99 2274 [PHONE REDACTED] 623 v/s Ratio Prot c0.04 c0.37 0.03 c0.07 0.25 0.01 v/s Ratio Perm 0.03 c0.05 v/c Ratio 0.20 0.33 0.75 0.56 0.08 0.60 0.34 0.02 Uniform Delay, d1 43.5 44.3 53.0 10.7 19.4 47.7 6.0 21.1 Progression Factor 1.00 1.00 1.01 0.83 0.86 1.22 0.98 1.01 Incremental Delay, d2 0.5 0.9 21.7 0.4 0.2 4.0 0.2 0.0 Delay 44.0 45.2 75.4 9.4 16.9 62.2 6.1 21.4 Level of Service D D E A B E A C Approach Delay 44.0 45.2 13.1 13.3 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 9 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 141 167 1 1177 122 89 868 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.93 1.00 0.85 1.00 1.00 Flt Protected 0.98 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1659 3471 1583 1770 3471 Flt Permitted 0.98 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1659 3314 1583 1770 3471 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 145 172 1 1213 126 92 895 RTOR Reduction (vph) 38 0 0 0 0 0 0 Lane Group Flow (vph) 279 0 0 1214 126 92 895 Confl. Peds. 18 18 33 Confl. Bikes 1 11 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases 2 11 Actuated Green, G 22.0 71.8 47.8 10.2 85.0 Effective Green, g 22.0 71.8 47.8 10.2 85.0 Actuated g/C Ratio 0.19 0.63 0.42 0.09 0.75 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 320 2087 [PHONE REDACTED] v/s Ratio Prot c0.17 0.08 c0.05 0.26 v/s Ratio Perm c0.37 v/c Ratio 0.87 0.58 0.19 0.58 0.35 Uniform Delay, d1 44.6 12.3 20.9 49.9 5.0 Progression Factor 1.00 0.31 0.53 0.70 2.44 Incremental Delay, d2 22.0 0.5 0.5 5.2 0.4 Delay 66.6 4.4 11.6 39.9 12.5 Level of Service E A B D B Approach Delay 66.6 5.1 15.0 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 16.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 207 144 59 1173 177 205 755 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1534 1770 3471 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1534 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 218 152 62 1235 186 216 795 RTOR Reduction (vph) 0 127 0 0 0 0 0 Lane Group Flow (vph) 218 25 62 1235 186 216 795 Confl. Peds. 17 17 29 Confl. Bikes 2 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 18.8 18.8 7.2 70.2 43.2 15.0 78.0 Effective Green, g 18.8 18.8 7.2 70.2 43.2 15.0 78.0 Actuated g/C Ratio 0.16 0.16 0.06 0.62 0.38 0.13 0.68 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 291 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.12 0.04 c0.36 0.12 c0.12 0.23 v/s Ratio Perm 0.02 v/c Ratio 0.75 0.10 0.56 0.58 0.31 0.93 0.33 Uniform Delay, d1 45.4 40.4 51.9 13.1 24.9 49.0 7.4 Progression Factor 1.00 1.00 0.65 0.32 0.50 1.20 1.49 Incremental Delay, d2 10.1 0.2 4.7 0.5 1.0 38.5 0.4 Delay 55.5 40.6 38.2 4.6 13.5 97.5 11.3 Level of Service E D D A B F B Approach Delay 49.3 7.2 29.8 Approach LOS D A C Intersection Summary HCM 2000 Control Delay 20.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 131 0 73 6 1311 129 160 820 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1650 1770 3471 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1650 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 138 0 77 6 1380 136 168 863 0 RTOR Reduction (vph) 0 0 0 0 124 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 91 0 6 1380 136 168 863 0 Confl. Peds. 14 35 35 14 31 Confl. Bikes 2 8 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 21.6 1.4 67.0 43.0 15.4 81.0 Effective Green, g 21.6 1.4 67.0 43.0 15.4 81.0 Actuated g/C Ratio 0.19 0.01 0.59 0.38 0.14 0.71 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 312 21 2039 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.40 0.09 c0.09 0.25 v/s Ratio Perm 0.06 v/c Ratio 0.29 0.29 0.68 0.23 0.70 0.35 Uniform Delay, d1 39.6 55.8 16.1 24.2 47.1 6.4 Progression Factor 1.00 1.13 0.37 0.48 0.87 0.52 Incremental Delay, d2 0.7 3.0 0.5 0.4 8.5 0.2 Delay 40.3 66.0 6.4 12.1 49.3 3.4 Level of Service D E A B D A Approach Delay 0.0 40.3 7.1 10.9 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 11.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 375 307 181 74 286 [PHONE REDACTED] 74 94 634 150 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.96 0.99 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 1.00 0.99 1.00 0.97 Flt Protected 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1759 1524 3360 1770 3416 1770 3360 Flt Permitted 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1759 1524 3360 1770 3416 1770 3360 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 399 327 193 79 304 [PHONE REDACTED] 79 100 674 160 RTOR Reduction (vph) 0 0 148 0 26 0 0 4 0 0 17 0 Lane Group Flow (vph) 355 371 45 0 471 0 248 1185 0 100 817 0 Confl. Peds. 22 22 31 20 Confl. Bikes 3 3 5 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 26.6 26.6 26.6 23.1 18.0 41.8 9.0 32.8 Effective Green, g 26.6 26.6 26.6 23.1 18.0 41.8 9.0 32.8 Actuated g/C Ratio 0.23 0.23 0.23 0.20 0.16 0.37 0.08 0.29 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 392 410 355 [PHONE REDACTED] 139 966 v/s Ratio Prot c0.21 0.21 c0.14 0.14 c0.35 0.06 c0.24 v/s Ratio Perm 0.03 v/c Ratio 0.91 0.90 0.13 0.69 0.89 0.95 0.72 0.85 Uniform Delay, d1 42.5 42.5 34.5 42.2 47.0 35.0 51.3 38.2 Progression Factor 1.00 1.00 1.00 1.00 0.64 0.55 1.05 0.71 Incremental Delay, d2 23.7 22.9 0.2 3.1 17.9 10.3 15.6 8.6 Delay 66.2 65.3 34.7 45.2 48.2 29.6 69.4 35.8 Level of Service E E C D D C E D Approach Delay 59.2 45.2 32.8 39.4 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 42.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length 114.0 Sum of lost time 13.5 Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 11 164 35 130 150 188 87 1100 131 196 749 9 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.95 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1797 1770 1625 1770 3379 1770 3462 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1797 1770 1625 1770 3379 1770 3462 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 178 38 141 163 204 95 1196 142 213 814 10 RTOR Reduction (vph) 0 7 0 0 36 0 0 8 0 0 1 0 Lane Group Flow (vph) 12 209 0 141 331 0 95 1330 0 213 823 0 Confl. Peds. 31 60 38 34 Confl. Bikes 2 7 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.7 11.8 34.3 11.1 51.5 12.0 52.4 Effective Green, g 2.2 24.7 11.8 34.3 11.1 51.5 12.0 52.4 Actuated g/C Ratio 0.02 0.22 0.10 0.30 0.10 0.45 0.11 0.46 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 34 389 183 [PHONE REDACTED] 186 1591 v/s Ratio Prot 0.01 0.12 c0.08 c0.20 0.05 c0.39 c0.12 0.24 v/s Ratio Perm v/c Ratio 0.35 0.54 0.77 0.68 0.55 0.87 1.15 0.52 Uniform Delay, d1 55.2 39.6 49.8 35.0 49.1 28.3 51.0 21.8 Progression Factor 1.00 1.00 1.00 1.00 1.28 0.32 1.15 0.48 Incremental Delay, d2 6.2 1.4 17.9 3.7 1.9 3.7 101.5 0.9 Delay 61.4 41.0 67.7 38.7 64.9 12.8 160.4 11.3 Level of Service E D E D E B F B Approach Delay 42.1 46.8 16.3 41.9 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 31.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 90.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 188 269 120 122 [PHONE REDACTED] 161 171 718 24 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1440 1770 1671 1770 3366 1770 3444 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1440 1770 1671 1770 3366 1770 3444 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 23 198 283 126 128 [PHONE REDACTED] 169 180 756 25 RTOR Reduction (vph) 0 0 217 0 37 0 0 9 0 0 2 0 Lane Group Flow (vph) 23 198 66 126 253 0 315 1359 0 180 779 0 Confl. Peds. 75 24 40 38 Confl. Bikes 3 1 7 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 26.5 26.5 12.9 35.4 19.0 46.6 15.0 42.6 Effective Green, g 4.0 26.5 26.5 12.9 35.4 19.0 46.6 15.0 42.6 Actuated g/C Ratio 0.04 0.23 0.23 0.11 0.31 0.17 0.41 0.13 0.37 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 62 433 334 200 [PHONE REDACTED] 232 1286 v/s Ratio Prot 0.01 0.11 c0.07 c0.15 c0.18 c0.40 c0.10 0.23 v/s Ratio Perm 0.05 v/c Ratio 0.37 0.46 0.20 0.63 0.49 1.07 0.99 0.78 0.61 Uniform Delay, d1 53.8 37.6 35.2 48.3 32.0 47.5 33.4 47.9 28.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 0.71 Incremental Delay, d2 3.7 0.8 0.3 6.3 0.7 71.5 21.6 13.0 1.8 Delay 57.5 38.3 35.5 54.6 32.7 119.0 55.0 49.1 22.3 Level of Service E D D D C F E D C Approach Delay 37.6 39.3 67.0 27.4 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 48.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 94.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midblock Driveway 5/19/2014 2040 Plus Project Plus Re-Configuration 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 6 12 74 13 96 16 1595 79 105 1028 7 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1698 1674 1770 5035 1770 3534 Flt Permitted 0.94 0.86 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1609 1462 1770 5035 1770 3534 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 7 13 80 14 104 17 1734 86 114 1117 8 RTOR Reduction (vph) 0 11 0 0 57 0 0 4 0 0 0 0 Lane Group Flow (vph) 0 16 0 0 141 0 17 1816 0 114 1125 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 11.6 11.6 0.7 40.7 6.8 46.8 Effective Green, g 11.6 11.6 0.7 40.7 6.8 46.8 Actuated g/C Ratio 0.16 0.16 0.01 0.56 0.09 0.65 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 258 235 17 2842 166 2293 v/s Ratio Prot 0.01 c0.36 c0.06 0.32 v/s Ratio Perm 0.01 c0.10 v/c Ratio 0.06 0.60 1.00 0.64 0.69 0.49 Uniform Delay, d1 25.6 28.1 35.7 10.7 31.6 6.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 4.1 218.3 0.5 11.2 0.2 Delay 25.7 32.2 254.0 11.2 42.8 6.7 Level of Service C C F B D A Approach Delay 25.7 32.2 13.4 10.0 Approach LOS C C B B Intersection Summary HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length 72.1 Sum of lost time 13.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 1: San Pablo Avenue & Macdonald Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 329 208 156 87 138 31 342 821 69 70 562 97 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.94 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3363 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 1863 1538 1770 1802 1770 3471 1486 1770 3363 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 339 214 161 90 142 32 353 846 71 72 579 100 RTOR Reduction (vph) 0 0 127 0 8 0 0 0 38 0 10 0 Lane Group Flow (vph) 339 214 34 90 166 0 353 846 33 72 669 0 Confl. Peds. 18 17 19 31 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Actuated Green, G 11.0 25.2 25.2 10.4 24.6 20.0 55.7 55.7 7.7 43.4 Effective Green, g 11.0 25.2 25.2 10.4 24.6 20.0 55.7 55.7 7.7 43.4 Actuated g/C Ratio 0.09 0.21 0.21 0.09 0.21 0.17 0.46 0.46 0.06 0.36 Clearance Time 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 5.0 6.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 314 391 322 153 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.10 c0.11 0.05 0.09 c0.20 c0.24 0.04 0.20 v/s Ratio Perm 0.02 0.02 v/c Ratio 1.08 0.55 0.11 0.59 0.45 1.20 0.53 0.05 0.64 0.55 Uniform Delay, d1 54.5 42.3 38.3 52.7 41.8 50.0 22.8 17.6 54.8 30.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.94 1.25 4.31 1.00 1.00 Incremental Delay, d2 73.6 1.6 0.1 5.7 0.9 114.2 1.1 0.1 11.2 1.8 Delay 128.1 43.9 38.4 58.4 42.7 161.1 29.7 76.1 66.0 32.3 Level of Service F D D E D F C E E C Approach Delay 82.7 48.0 68.8 35.6 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 61.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length 120.0 Sum of lost time 21.0 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 2: San Pablo Avenue & Home Depot Driveway/Conlon Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 140 0 27 11 3 3 95 1031 2 17 746 60 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.98 1.00 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.97 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1554 1756 1770 3470 1770 3421 Flt Permitted 0.75 1.00 0.83 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1389 1554 1499 1770 3470 1770 3421 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 147 0 28 12 3 3 100 1085 2 18 785 63 RTOR Reduction (vph) 0 0 22 0 2 0 0 0 0 0 8 0 Lane Group Flow (vph) 0 147 6 0 16 0 100 1087 0 18 840 0 Confl. Peds. 6 6 25 28 Confl. Bikes 14 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 Actuated Green, G 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Effective Green, g 11.9 11.9 13.4 4.0 30.3 0.8 27.1 Actuated g/C Ratio 0.20 0.20 0.22 0.07 0.51 0.01 0.45 Clearance Time 6.0 6.0 4.5 4.5 6.5 4.5 6.5 Vehicle Extension 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 275 308 [PHONE REDACTED] 23 1545 v/s Ratio Prot c0.06 c0.31 0.01 0.25 v/s Ratio Perm c0.11 0.00 0.01 v/c Ratio 0.53 0.02 0.05 0.85 0.62 0.78 0.54 Uniform Delay, d1 21.6 19.3 18.3 27.7 10.7 29.5 12.0 Progression Factor 1.00 1.00 1.00 1.25 0.79 1.00 1.65 Incremental Delay, d2 3.6 0.0 0.1 37.7 1.4 96.5 1.2 Delay 25.2 19.4 18.4 72.4 9.8 126.0 20.9 Level of Service C B B E A F C Approach Delay 24.3 18.4 15.1 23.1 Approach LOS C B B C Intersection Summary HCM 2000 Control Delay 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length 60.0 Sum of lost time 17.0 Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 3: San Pablo Avenue & Knott Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 18 16 43 27 7 99 41 1087 116 95 776 17 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 6.0 4.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 0.98 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.90 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1672 1615 1770 3406 1770 3454 Flt Permitted 0.90 0.94 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1521 1532 1770 3406 1770 3454 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 19 17 45 28 7 103 43 1132 121 99 808 18 RTOR Reduction (vph) 0 39 0 0 90 0 0 9 0 0 2 0 Lane Group Flow (vph) 0 42 0 0 48 0 43 1244 0 99 824 0 Confl. Peds. 17 17 17 17 15 27 Confl. Bikes 2 12 7 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 7.4 7.4 2.4 33.8 4.8 36.2 Effective Green, g 7.4 7.4 2.4 33.8 4.8 36.2 Actuated g/C Ratio 0.12 0.12 0.04 0.56 0.08 0.60 Clearance Time 4.0 4.0 4.0 6.0 4.0 6.0 Vehicle Extension 2.0 2.0 2.0 4.0 2.0 4.0 Lane Grp Cap (vph) 187 188 70 1918 141 2083 v/s Ratio Prot 0.02 c0.37 c0.06 0.24 v/s Ratio Perm 0.03 c0.03 v/c Ratio 0.22 0.25 0.61 0.65 0.70 0.40 Uniform Delay, d1 23.7 23.8 28.3 9.0 26.9 6.2 Progression Factor 1.00 1.00 1.00 1.00 1.43 0.53 Incremental Delay, d2 0.2 0.3 10.7 1.7 11.1 0.5 Delay 23.9 24.1 39.1 10.7 49.6 3.8 Level of Service C C D B D A Approach Delay 23.9 24.1 11.7 8.7 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 60.0 Sum of lost time 14.0 Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 4: San Pablo Avenue & Cutting Boulevard 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 201 205 442 128 349 81 444 1003 100 179 485 185 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.96 1.00 1.00 0.95 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1575 1770 3539 1523 1770 3471 1498 1770 3325 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1575 1770 3539 1523 1770 3471 1498 1770 3325 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 209 214 460 133 364 84 462 1045 104 186 505 193 RTOR Reduction (vph) 0 0 190 0 0 66 0 0 50 0 28 0 Lane Group Flow (vph) 209 214 270 133 364 18 462 1045 54 186 670 0 Confl. Peds. 1 26 14 8 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA pm+ov Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 5 3 3 5 2 1 6 Permitted Phases 4 3 2 Actuated Green, G 21.2 21.2 54.1 26.1 26.1 26.1 32.9 47.0 47.0 15.9 30.0 Effective Green, g 21.2 21.2 54.1 26.1 26.1 26.1 32.9 47.0 47.0 15.9 30.0 Actuated g/C Ratio 0.17 0.17 0.44 0.21 0.21 0.21 0.26 0.38 0.38 0.13 0.24 Clearance Time 3.5 3.5 3.0 3.5 3.5 3.5 3.0 4.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 302 318 724 371 743 [PHONE REDACTED] 566 226 803 v/s Ratio Prot c0.12 0.11 0.10 0.08 c0.10 c0.26 0.30 0.11 c0.20 v/s Ratio Perm 0.07 0.01 0.04 v/c Ratio 0.69 0.67 0.37 0.36 0.49 0.06 0.99 0.80 0.09 0.82 0.83 Uniform Delay, d1 48.4 48.3 23.6 41.9 43.2 39.2 45.4 34.3 24.9 52.8 44.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.7 5.5 0.3 0.6 0.5 0.1 37.9 3.9 0.2 20.9 8.3 Delay 55.1 53.8 24.0 42.5 43.7 39.3 83.3 38.3 25.0 73.7 53.0 Level of Service E D C D D D F D C E D Approach Delay 38.6 42.8 50.3 57.4 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 48.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length 124.2 Sum of lost time 14.0 Intersection Capacity Utilization 91.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 5 Movement WBL2 WBL WBT WBR NBL2 NBL NBT NBR SBL SBT SBR SBR2 Lane Configurations Volume (vph) 106 34 75 305 96 128 928 81 94 745 212 8 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.92 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1804 1562 1770 3471 1464 1770 3276 Flt Permitted 0.97 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1804 1562 1770 3471 1464 1770 3276 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 113 36 80 324 102 136 987 86 100 793 226 9 RTOR Reduction (vph) 0 0 0 176 0 0 0 45 0 1 0 0 Lane Group Flow (vph) 0 0 229 148 0 238 987 41 100 1027 0 0 Confl. Peds. 34 23 10 Confl. Bikes 1 4 2 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% 2% Turn Type Split Split NA Perm Prot Prot NA Perm Prot NA Protected Phases 7 7 7 5 5 2 1 6 Permitted Phases 7 2 Actuated Green, G 22.0 22.0 20.0 51.2 51.2 13.0 45.2 Effective Green, g 22.0 22.0 20.0 51.2 51.2 13.0 45.2 Actuated g/C Ratio 0.17 0.17 0.16 0.40 0.40 0.10 0.35 Clearance Time 4.0 4.0 3.0 4.0 4.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 5.0 3.0 5.0 Lane Grp Cap (vph) 308 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.13 c0.13 0.28 0.06 c0.31 v/s Ratio Perm 0.09 0.03 v/c Ratio 0.74 0.56 0.87 0.71 0.07 0.56 0.89 Uniform Delay, d1 50.6 48.8 53.0 32.6 24.0 55.1 39.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.3 2.5 23.5 2.2 0.1 4.0 9.6 Delay 60.0 51.3 76.5 34.8 24.1 59.1 49.0 Level of Service E D E C C E D Approach Delay 54.9 41.6 49.9 Approach LOS D D D Intersection Summary HCM 2000 Control Delay 47.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length 128.6 Sum of lost time 16.0 Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 5: Eastshore Boulevard & San Pablo Avenue & Peerless Avenue/Hill Street 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 6 Movement NEL2 NEL NER NER2 Lane Configurations Volume (vph) 17 333 117 15 Ideal Flow 1900 1900 1900 1900 Total Lost time 4.0 4.0 Lane Util. Factor 0.97 0.91 Frpb, ped/bikes 0.95 0.97 Flpb, ped/bikes 1.00 1.00 Frt 0.96 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 3195 1401 Flt Permitted 0.96 1.00 Satd. Flow (perm) 3195 1401 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 Adj. Flow (vph) 18 354 124 16 RTOR Reduction (vph) 0 75 0 0 Lane Group Flow (vph) 0 423 0 14 Confl. Peds. 34 53 Confl. Bikes Heavy Vehicles 2% 2% 0% 2% Turn Type Split NA Free Protected Phases 4 4 Permitted Phases Free Actuated Green, G 26.4 128.6 Effective Green, g 26.4 128.6 Actuated g/C Ratio 0.21 1.00 Clearance Time 4.0 Vehicle Extension 3.0 Lane Grp Cap (vph) 655 1401 v/s Ratio Prot c0.13 v/s Ratio Perm 0.01 v/c Ratio 0.65 0.01 Uniform Delay, d1 46.8 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 2.2 0.0 Delay 49.0 0.0 Level of Service D A Approach Delay 47.7 Approach LOS D Intersection Summary ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 8: San Pablo Avenue & Potrero Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 122 180 131 69 168 48 168 1025 58 83 724 50 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1863 1540 1770 3394 1770 3429 1770 3471 1523 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 1863 1540 1770 3394 1770 3429 1770 3471 1523 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 126 186 135 71 173 49 173 1057 60 86 746 52 RTOR Reduction (vph) 0 0 103 0 25 0 0 0 0 0 0 29 Lane Group Flow (vph) 126 186 32 71 197 0 173 1117 0 86 746 23 Confl. Peds. 22 11 11 22 34 19 Confl. Bikes 4 1 11 5 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 6 Actuated Green, G 11.2 27.2 27.2 7.6 23.6 16.2 57.4 8.8 50.0 50.0 Effective Green, g 11.2 27.2 27.2 7.6 23.6 16.2 57.4 8.8 50.0 50.0 Actuated g/C Ratio 0.10 0.24 0.24 0.07 0.21 0.14 0.50 0.08 0.44 0.44 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 5.0 Lane Grp Cap (vph) 173 444 367 118 [PHONE REDACTED] 136 1522 667 v/s Ratio Prot c0.07 c0.10 0.04 0.06 c0.10 c0.33 0.05 0.21 v/s Ratio Perm 0.02 0.01 v/c Ratio 0.73 0.42 0.09 0.60 0.28 0.69 0.65 0.63 0.49 0.03 Uniform Delay, d1 49.9 36.7 33.8 51.7 38.1 46.5 20.8 51.0 22.9 18.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.11 0.59 1.00 1.00 1.00 Incremental Delay, d2 14.2 0.6 0.1 8.4 0.2 6.8 1.7 9.2 1.1 0.1 Delay 64.1 37.4 33.9 60.1 38.3 58.5 14.0 60.3 24.0 18.3 Level of Service E D C E D E B E C B Approach Delay 43.8 43.6 20.0 27.2 Approach LOS D D B C Intersection Summary HCM 2000 Control Delay 28.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 9: San Pablo Avenue & Bayview Avenue/Manila Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 22 14 25 42 3 47 68 1145 48 112 766 11 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 0.93 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.98 0.98 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1704 1663 1770 3471 1583 1770 3471 1583 Flt Permitted 0.91 0.88 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1578 1488 1770 3471 1583 1770 3471 1583 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 23 15 26 44 3 49 71 1193 50 117 798 11 RTOR Reduction (vph) 0 22 0 0 35 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 42 0 0 61 0 71 1193 50 117 798 11 Confl. Peds. 12 13 13 12 16 16 Confl. Bikes 1 6 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Perm NA Prot NA custom Prot NA custom Protected Phases 8 4 5 2 11 11 1 6 12 12 Permitted Phases 8 4 Actuated Green, G 15.8 15.8 6.4 74.9 48.9 13.3 81.8 44.7 Effective Green, g 15.8 15.8 6.4 74.9 48.9 13.3 81.8 44.7 Actuated g/C Ratio 0.14 0.14 0.06 0.66 0.43 0.12 0.72 0.39 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 218 206 99 2280 [PHONE REDACTED] 620 v/s Ratio Prot c0.04 c0.34 0.03 c0.07 0.23 0.01 v/s Ratio Perm 0.03 c0.04 v/c Ratio 0.19 0.29 0.72 0.52 0.07 0.57 0.32 0.02 Uniform Delay, d1 43.4 44.1 52.9 10.2 19.2 47.6 5.9 21.2 Progression Factor 1.00 1.00 1.01 0.84 0.87 1.23 1.01 1.05 Incremental Delay, d2 0.4 0.8 18.8 0.4 0.2 3.2 0.1 0.0 Delay 43.9 44.9 72.1 8.9 16.9 61.8 6.1 22.4 Level of Service D D E A B E A C Approach Delay 43.9 44.9 12.7 13.3 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 15.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 10: San Pablo Avenue & Schmidt Lane 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 9 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 131 155 1 1095 113 83 807 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.93 1.00 0.85 1.00 1.00 Flt Protected 0.98 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1659 3471 1583 1770 3471 Flt Permitted 0.98 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1659 3314 1583 1770 3471 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 135 160 1 1129 116 86 832 RTOR Reduction (vph) 38 0 0 0 0 0 0 Lane Group Flow (vph) 257 0 0 1130 116 86 832 Confl. Peds. 18 18 33 Confl. Bikes 1 11 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm NA custom Prot NA Protected Phases 4 2 11 11 1 6 Permitted Phases 2 11 Actuated Green, G 21.1 72.8 48.8 10.1 85.9 Effective Green, g 21.1 72.8 48.8 10.1 85.9 Actuated g/C Ratio 0.19 0.64 0.43 0.09 0.75 Clearance Time 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 307 2116 [PHONE REDACTED] v/s Ratio Prot c0.15 0.07 c0.05 0.24 v/s Ratio Perm c0.34 v/c Ratio 0.84 0.53 0.17 0.55 0.32 Uniform Delay, d1 44.8 11.3 20.1 49.8 4.6 Progression Factor 1.00 0.31 0.53 0.70 2.42 Incremental Delay, d2 17.6 0.4 0.5 4.1 0.3 Delay 62.4 3.9 11.2 38.7 11.3 Level of Service E A B D B Approach Delay 62.4 4.6 13.9 Approach LOS E A B Intersection Summary HCM 2000 Control Delay 15.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 11: San Pablo Avenue & Moeser Lane 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 10 Movement WBL WBR NBU NBT NBR SBL SBT Lane Configurations Volume (vph) 193 134 56 1091 165 191 702 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1534 1770 3471 1583 1770 3471 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1770 1534 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 203 141 59 1148 174 201 739 RTOR Reduction (vph) 0 118 0 0 0 0 0 Lane Group Flow (vph) 203 23 59 1148 174 201 739 Confl. Peds. 17 17 29 Confl. Bikes 2 Heavy Vehicles 2% 2% 2% 4% 2% 2% 4% Turn Type NA Perm Prot NA custom Prot NA Protected Phases 4 5 2 11 11 1 6 Permitted Phases 4 Actuated Green, G 18.3 18.3 7.2 71.0 44.0 14.7 78.5 Effective Green, g 18.3 18.3 7.2 71.0 44.0 14.7 78.5 Actuated g/C Ratio 0.16 0.16 0.06 0.62 0.39 0.13 0.69 Clearance Time 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 284 [PHONE REDACTED] [PHONE REDACTED] v/s Ratio Prot c0.11 0.03 c0.33 0.11 c0.11 0.21 v/s Ratio Perm 0.01 v/c Ratio 0.71 0.09 0.53 0.53 0.29 0.88 0.31 Uniform Delay, d1 45.4 40.8 51.8 12.1 24.2 48.8 7.0 Progression Factor 1.00 1.00 0.65 0.33 0.51 1.23 1.42 Incremental Delay, d2 8.3 0.2 3.9 0.4 1.0 29.0 0.3 Delay 53.6 40.9 37.7 4.4 13.2 89.1 10.3 Level of Service D D D A B F B Approach Delay 48.4 6.9 27.1 Approach LOS D A C Intersection Summary HCM 2000 Control Delay 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 12: San Pablo Avenue & Retail Driveway/Stockton Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 122 0 68 6 1219 120 149 763 0 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 4.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1650 1770 3471 1583 1770 3471 Flt Permitted 0.97 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1650 1770 3471 1583 1770 3471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 128 0 72 6 1283 126 157 803 0 RTOR Reduction (vph) 0 0 0 0 124 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 76 0 6 1283 126 157 803 0 Confl. Peds. 14 35 35 14 31 Confl. Bikes 2 8 2 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Perm NA Prot NA custom Prot NA custom Protected Phases 4 5 2 11 11 1 6 12 12 Permitted Phases 4 Actuated Green, G 21.6 1.4 67.0 43.0 15.4 81.0 Effective Green, g 21.6 1.4 67.0 43.0 15.4 81.0 Actuated g/C Ratio 0.19 0.01 0.59 0.38 0.14 0.71 Clearance Time 3.0 3.0 4.0 3.0 Vehicle Extension 4.0 3.0 5.0 3.0 Lane Grp Cap (vph) 312 21 2039 [PHONE REDACTED] v/s Ratio Prot 0.00 c0.37 0.08 c0.09 0.23 v/s Ratio Perm 0.05 v/c Ratio 0.24 0.29 0.63 0.21 0.66 0.33 Uniform Delay, d1 39.3 55.8 15.4 24.0 46.8 6.2 Progression Factor 1.00 1.12 0.38 0.49 0.88 0.56 Incremental Delay, d2 0.6 4.0 0.5 0.4 6.0 0.2 Delay 39.8 66.4 6.3 12.2 47.3 3.6 Level of Service D E A B D A Approach Delay 0.0 39.8 7.1 10.7 Approach LOS A D A B Intersection Summary HCM 2000 Control Delay 11.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 13: San Pablo Avenue & Central Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 349 286 168 69 266 100 217 970 69 87 590 140 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.96 0.99 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 1.00 0.99 1.00 0.97 Flt Protected 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1759 1523 3360 1770 3416 1770 3361 Flt Permitted 0.95 0.99 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1681 1759 1523 3360 1770 3416 1770 3361 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 371 304 179 73 283 [PHONE REDACTED] 73 93 628 149 RTOR Reduction (vph) 0 0 138 0 26 0 0 4 0 0 17 0 Lane Group Flow (vph) 330 345 41 0 436 0 231 1101 0 93 760 0 Confl. Peds. 22 22 31 20 Confl. Bikes 3 3 5 4 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Split NA Perm Split NA Prot NA Prot NA Protected Phases 4 4 3 3 1 6 5 2 Permitted Phases 4 Actuated Green, G 25.9 25.9 25.9 22.7 18.0 42.9 9.0 33.9 Effective Green, g 25.9 25.9 25.9 22.7 18.0 42.9 9.0 33.9 Actuated g/C Ratio 0.23 0.23 0.23 0.20 0.16 0.38 0.08 0.30 Clearance Time 3.5 3.5 3.5 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 381 399 346 [PHONE REDACTED] 139 999 v/s Ratio Prot c0.20 0.20 c0.13 0.13 c0.32 0.05 c0.23 v/s Ratio Perm 0.03 v/c Ratio 0.87 0.86 0.12 0.65 0.83 0.86 0.67 0.76 Uniform Delay, d1 42.4 42.4 35.0 42.0 46.5 32.7 51.1 36.4 Progression Factor 1.00 1.00 1.00 1.00 0.64 0.53 1.02 0.71 Incremental Delay, d2 18.2 17.4 0.2 2.3 12.5 5.1 11.1 5.2 Delay 60.6 59.8 35.1 44.3 42.3 22.5 63.3 30.9 Level of Service E E D D D C E C Approach Delay 54.9 44.3 25.9 34.4 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 37.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length 114.0 Sum of lost time 13.5 Intersection Capacity Utilization 93.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 14: San Pablo Avenue & Fairmount Avenue 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 10 156 33 121 143 175 83 1023 122 182 697 8 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.95 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1797 1770 1627 1770 3378 1770 3462 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1797 1770 1627 1770 3378 1770 3462 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 11 170 36 132 155 190 90 1112 133 198 758 9 RTOR Reduction (vph) 0 7 0 0 36 0 0 8 0 0 1 0 Lane Group Flow (vph) 11 199 0 132 309 0 90 1237 0 198 766 0 Confl. Peds. 31 60 38 34 Confl. Bikes 2 7 1 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases Actuated Green, G 2.2 24.6 11.8 34.2 9.0 51.6 12.0 54.6 Effective Green, g 2.2 24.6 11.8 34.2 9.0 51.6 12.0 54.6 Actuated g/C Ratio 0.02 0.22 0.10 0.30 0.08 0.45 0.11 0.48 Clearance Time 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 34 387 183 [PHONE REDACTED] 186 1658 v/s Ratio Prot 0.01 0.11 c0.07 c0.19 0.05 c0.37 c0.11 c0.22 v/s Ratio Perm v/c Ratio 0.32 0.51 0.72 0.63 0.65 0.81 1.06 0.46 Uniform Delay, d1 55.2 39.4 49.5 34.5 51.0 27.0 51.0 19.9 Progression Factor 1.00 1.00 1.00 1.00 1.29 0.31 1.17 0.46 Incremental Delay, d2 5.5 1.2 13.1 2.7 6.0 2.8 77.0 0.7 Delay 60.6 40.6 62.6 37.2 71.5 11.2 136.5 9.8 Level of Service E D E D E B F A Approach Delay 41.6 44.2 15.3 35.8 Approach LOS D D B D Intersection Summary HCM 2000 Control Delay 28.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length 114.0 Sum of lost time 14.0 Intersection Capacity Utilization 87.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 15: San Pablo Avenue & Carlson Boulevard 3/27/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 21 179 256 112 116 [PHONE REDACTED] 150 159 668 22 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.92 1.00 0.98 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1440 1770 1673 1770 3366 1770 3445 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1440 1770 1673 1770 3366 1770 3445 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 22 188 269 118 122 [PHONE REDACTED] 158 167 703 23 RTOR Reduction (vph) 0 0 207 0 36 0 0 9 0 0 2 0 Lane Group Flow (vph) 22 188 62 118 237 0 300 1264 0 167 724 0 Confl. Peds. 75 24 40 38 Confl. Bikes 3 1 7 3 Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 4% 2% Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 Actuated Green, G 4.0 26.4 26.4 12.7 35.1 19.0 46.9 15.0 42.9 Effective Green, g 4.0 26.4 26.4 12.7 35.1 19.0 46.9 15.0 42.9 Actuated g/C Ratio 0.04 0.23 0.23 0.11 0.31 0.17 0.41 0.13 0.38 Clearance Time 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 5.0 Lane Grp Cap (vph) 62 431 333 197 [PHONE REDACTED] 232 1296 v/s Ratio Prot 0.01 0.10 c0.07 c0.14 c0.17 c0.38 c0.09 0.21 v/s Ratio Perm 0.04 v/c Ratio 0.35 0.44 0.19 0.60 0.46 1.02 0.91 0.72 0.56 Uniform Delay, d1 53.7 37.4 35.2 48.2 31.8 47.5 31.6 47.5 28.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.77 0.74 Incremental Delay, d2 3.5 0.7 0.3 4.8 0.7 56.8 10.7 9.2 1.6 Delay 57.2 38.1 35.5 53.1 32.5 104.3 42.3 45.7 22.3 Level of Service E D D D C F D D C Approach Delay 37.5 38.7 54.2 26.6 Approach LOS D D D C Intersection Summary HCM 2000 Control Delay 42.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length 114.0 Sum of lost time 13.0 Intersection Capacity Utilization 91.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- HCM Signalized Intersection Capacity Analysis San Pablo Avenue SP/EIR 19: San Pablo Avenue & Midblock Driveway 5/19/2014 2040 Plus Project Plus Mode Shift 8 Report Timing Plan: PM Peak Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 5 5 11 66 12 87 14 1494 72 93 962 6 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time 4.0 4.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.95 Frpb, ped/bikes 0.99 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.93 0.93 1.00 0.99 1.00 1.00 Flt Protected 0.99 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1682 1673 1770 5036 1770 3534 Flt Permitted 0.95 0.86 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1622 1467 1770 5036 1770 3534 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 5 12 72 13 95 15 1624 78 101 1046 7 RTOR Reduction (vph) 0 10 0 0 51 0 0 4 0 0 0 0 Lane Group Flow (vph) 0 12 0 0 129 0 15 1698 0 101 1053 0 Confl. Peds. 20 20 20 20 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G 11.6 11.6 0.7 42.6 7.6 49.5 Effective Green, g 11.6 11.6 0.7 42.6 7.6 49.5 Actuated g/C Ratio 0.16 0.16 0.01 0.57 0.10 0.66 Clearance Time 4.0 4.0 4.0 5.0 4.0 5.0 Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 251 227 16 2868 179 2338 v/s Ratio Prot 0.01 c0.34 c0.06 0.30 v/s Ratio Perm 0.01 c0.09 v/c Ratio 0.05 0.57 0.94 0.59 0.56 0.45 Uniform Delay, d1 26.9 29.3 37.0 10.5 32.0 6.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.3 191.7 0.3 4.0 0.1 Delay 27.0 32.5 228.7 10.8 36.1 6.2 Level of Service C C F B D A Approach Delay 27.0 32.5 12.7 8.8 Approach LOS C C B A Intersection Summary HCM 2000 Control Delay 12.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length 74.8 Sum of lost time 13.0 Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group ---PAGE BREAK--- Appendix F BEF Methods ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 San Pablo Avenue Segment Location: sidewalk buffer usable sidewalk 1 2 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Unsignalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Presence of right-turn lane 4 Non-solid buffered cycletrack with poor visibility 5 Non-solid buffered cycletrack with good visibility 6 Solid buffered cycletrack with poor visibility 7 Solid buffered cycletrack with good visibility TOTAL UNSIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of BIKE RIGHT-OF-WAY (assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility) 4 3 PRESENCE 0f RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 NON-SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) -4 5 NON-SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 0 6 SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) 0 7 SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Unsignalized Intersection Location: 2 6 7 4 5         Dedicated Row Shared Row ---PAGE BREAK--- Appendix G Person-Delay and Transit Travel Time Calculation Methodologies ---PAGE BREAK--- Person-Delay Calculation Equations Auto Delay = × × Where: TDauto = Total auto delay for the entire intersection (person-seconds/hour) Vauto = Auto volume for the entire intersection (vehicles/hour) Dauto = Average auto delay for the entire intersection (seconds/vehicle) Oauto = Average vehicle occupancy for the entire intersection (persons/vehicle) Bicycle Delay  =   × − Where: TDbike = Total bicycle delay for the entire intersection (person-seconds/hour) Vbike = Bicycle volume for the entire intersection (bicycles/hour) Dauto = Average auto delay for the entire intersection (seconds/bicycle) IDauto = Average auto incremental delay for the entire intersection (seconds/bicycle) IDauto accounts for cyclists jumping queues. Bus Delay = ×  ×  ) + 1 3 × ×  Where: TDbus = Total bus delay for the entire intersection (person-seconds/hour) Oi = Average bus occupancy by bus route (persons/bus) fi = Frequency by bus route (buses/hour) Di = Average auto delay for the movement the bus makes at intersection (seconds/bus) Cact = Average actuated cycle length (seconds) VNS = Bus riders that have near-side stops (persons/hour) and n = Total number of bus routes that go through the intersection The second term, ! × ×  , accounts for buses that potentially arrive at a signal with a green light, stop to pick up/drop off passengers at a near-side bus stop, but can’t make it through the intersection before the signal changes. One-third is an estimate based on the signal timing at the intersections. ---PAGE BREAK--- Pedestrian Delay = ∑ + 1 2 × , * 2 × + . - × / ) Where: TDped = Total pedestrian delay for the entire intersection (person-seconds/hour) Cact = Average actuated cycle length (seconds) Wi = Walk time for each individual crosswalk (seconds) FDWi = Flash Don’t Walk time for each individual crosswalk (seconds) Pi, Pj = Pedestrian demand for each crossing (persons/hour) Dj = Crossing distance for each crossing (feet) S = Average pedestrian walking speed (assumed to be 3.5 feet per second universally) and n = Total number of crosswalks at the intersection m = Total number of missing crosswalks at the intersection The term, + + , represents the amount of time during a cycle that, should a pedestrian randomly arrive, they will not be able to cross the intersection. Dividing by creates a probability that they will not be able to cross. The term, 012345%6789 + , represents the average waiting time that pedestrian will need to wait. If there is no crosswalk at a potential crossing location, half of the demand for that crosswalk is assigned to all other crosswalks to show their delay as they make their way around an intersection. The second term, ∑ . - × , accounts for the time it takes a pedestrian to actually cross the street. If there is no crosswalk, the pedestrian is assumed to use all other crossings to make their way around the intersection. ---PAGE BREAK--- Existing Conditions EPP Plus Re-Design 2040 Conditions 2040PP Plus Re-Design Delay Delay Delay Delay Pedestrian 67.8 (67.6) 67.8 (67.6) 67.8 (67.7) 67.8 (67.7) Bicycle 28.2 (38.5) 28.2 (38.8) 28.9 (37.9) 25.4 (38.9) Pedestrian 32.2 (30.6) 31 (30.1) 32.1 (30.7) 30.9 (30.2) Bicycle 11.2 (13.6) 11.1 (15) 11.5 (13.9) 10.9 (15.1) Pedestrian 49 (54.6) 36.4 (37.4) 49.1 (54.6) 36.4 (37.4) Bicycle 9.7 (11.2) 10 (10.1) 9.8 (11) 10 (10) Pedestrian 115.8 (119.9) 75.5 (72.3) 120 (120.3) 76 (73.3) Bicycle 34.2 (31.1) 41.5 (39.9) 35.8 (30.2) 41.1 (39.5) Pedestrian 107.8 (81.7) 68.6 (69.6) 108.1 (81.8) 68.8 (70.9) Bicycle 49.9 (36.2) 36.3 (41.7) 50.5 (36.6) 36.2 (41) Pedestrian 64.2 (66.8) 64.2 (66.8) 64.2 (66.8) 64.2 (66.8) Bicycle 23.7 (20.7) 28 (25.7) 23.9 (20.7) 28.1 (25.7) Pedestrian 54.6 (58.2) 54.6 (58.2) 54.7 (58.1) 54.7 (58.1) Bicycle 8.2 (11.9) 7.6 (12.6) 8.4 (12.1) 7.9 (14) Pedestrian 79 (76.4) 57.9 (60) 78.8 (76.5) 57.9 (60.1) Bicycle 8.6 (10.5) 8.2 (11.9) 9 (11.4) 8.6 (12.4) Pedestrian 85.5 (78.3) 57.9 (60.5) 85.3 (78.4) 57.9 (60.5) Bicycle 17 (11.5) 18.1 (16.1) 17.1 (11.7) 17.9 (16.2) Pedestrian 59.6 (62.7) 59.6 (62.7) 59.5 (62.7) 59.5 (62.7) Bicycle 12.6 (10.7) 12.2 (10.3) 12.7 (10.8) 12.1 (10.2) Pedestrian 59.3 (61) 59.3 (61) 57.3 (61) 57.3 (61) Bicycle 30.9 (27.3) 32.1 (30.1) 31.7 (28) 31.9 (29.9) Pedestrian 58.2 (60.9) 58.2 (60.9) 58.2 (60.9) 58.2 (60.9) Bicycle 18 (18.6) 18.8 (20.5) 19 (19.3) 18.9 (20.8) Pedestrian 58 (61.3) 58 (61.3) 58 (61.3) 58 (61.3) Bicycle 21.8 (31.1) 22.1 (32.3) 22 (31.9) 22.2 (32.3) Pedestrian n/a 46.5 (49.6) n/a 47.6 (51.0) Bicycle n/a 5.1 (9.4) n/a 4.9 (9.8) 19 San Pablo Avenue Midblock Driveway Study Intersection Int No Eastshore Boulevard / Hill Street Potrero Avenue Manila Avenue / Bayview Avenue Schmidt Lane Conlon Avenue Knott Avenue Cutting Boulevard Moeser Lane Stockton Avenue Central Avenue Fairmount Avenue Carlson Boulevard 12 13 14 15 San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue San Pablo Avenue 5 8 9 10 11 2 3 San Pablo Avenue San Pablo Avenue 4 Mode Macdonald Avenue San Pablo Avenue 1 ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 North 23.0 23.0 23.0 23.0 South 22.5 22.5 22.5 22.5 East 17.0 17.0 17.0 17.0 West 18.0 18.0 18.0 18.0 Pedestrian Demand (per hour) North 7 8 17 19 South 12 13 18 20 East 7 8 19 21 West 17 19 31 34 Pedestrian Crossing Distance (feet) North 113 113 113 113 South 106 106 106 106 East 69 69 69 69 West 81 81 81 81 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 1796.1 1796.1 2005.8 2005.8 3563.2 3563.2 3939.3 3939.3 Average Pedestrian Delay (person-seconds) 41.8 41.8 41.8 41.8 41.9 41.9 41.9 41.9 Total Pedestrian Crossing Time (person-seconds) 1120.9 1120.9 1249.4 1249.4 2186.0 2186.0 2420.0 2420.0 Average Pedestrian Crossing Time (person-seconds) 26.1 26.1 26.0 26.0 25.7 25.7 25.7 25.7 Total Pedestrian Time (person-seconds) 2917.0 2917.0 3255.3 3255.3 5749.2 5749.2 6359.3 6359.3 Average Pedestrian Time (person-seconds) 67.8 67.8 67.8 67.8 67.6 67.6 67.7 67.7 Int. Vehicle Delay (seconds/person) 30.7 31.1 31.9 30.9 59.0 63.0 63.4 61.9 Incremental Delay (seconds/person) 2.5 2.9 3.0 5.5 20.5 24.2 25.5 23.0 Bicycle Demand (per hour) 14 15 0 0 Total Bicycle Delay (person-seconds) 394.8 394.8 433.5 381.0 0.0 0.0 0.0 0.0 Average Bicycle Delay (person-seconds) 28.2 28.2 28.9 25.4 38.5 38.8 37.9 38.9 San Pablo Avenue / Conlon Avenue AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 North 12.0 12.0 12.0 12.0 South 12.0 12.0 12.0 12.0 East 15.0 15.0 15.0 15.0 West 15.0 15.0 15.0 15.0 Pedestrian Demand (per hour) North 11 12 0 0 South 4 4 6 7 East 26 29 25 28 West 19 21 28 31 Pedestrian Crossing Distance (feet) North 85 69 85 69 South 83 67 83 67 East 30 30 30 30 West 55 55 55 55 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 1047.4 1047.4 1151.0 1151.0 1009.6 1009.6 1130.0 1130.0 Average Pedestrian Delay (person-seconds) 17.5 17.5 19.2 19.2 16.8 17.1 18.8 19.2 Total Pedestrian Crossing Time (person-seconds) 883.4 814.9 964.9 891.7 796.6 769.1 893.1 861.1 Average Pedestrian Crossing Time (person-seconds) 14.7 13.6 14.6 13.5 13.5 13.0 13.5 13.0 Total Pedestrian Time (person-seconds) 1930.8 1862.2 2115.8 2042.7 1806.1 1778.7 2023.2 1991.2 Average Pedestrian Time (person-seconds) 32.2 31.0 32.1 30.9 30.6 30.1 30.7 30.2 Int. Vehicle Delay (seconds/person) 16.0 15.6 17.3 15.5 17.7 18.9 18.7 18.9 Incremental Delay (seconds/person) 4.8 4.5 5.8 4.6 4.1 3.9 4.8 3.8 Bicycle Demand (per hour) 15 17 17 17 Total Bicycle Delay (person-seconds) 168.0 166.5 195.5 163.5 231.2 255.0 236.3 256.7 Average Bicycle Delay (person-seconds) 11.2 11.1 11.5 10.9 13.6 15.0 13.9 15.1 San Pablo Avenue / Conlon Avenue AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 North n/a 13.0 n/a 13.0 South 13.0 13.0 13.0 13.0 East 9.5 9.5 9.5 9.5 West 9.5 9.5 9.5 9.5 Pedestrian Demand (per hour) North 16 18 17 19 South 16 18 17 19 East 31 34 15 17 West 35 39 27 30 Pedestrian Crossing Distance (feet) North 206 85 206 85 South 85 85 85 85 East 46 46 46 46 West 39 39 39 39 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 2671.8 1991.7 2979.2 2214.1 2241.0 1518.5 2505.9 1698.4 Average Pedestrian Delay (person-seconds) 27.3 20.3 27.3 20.3 29.5 20.0 29.5 20.0 Total Pedestrian Crossing Time (person-seconds) 2127.7 1574.6 2378.0 1755.7 1911.4 1323.7 2137.4 1480.6 Average Pedestrian Crossing Time (person-seconds) 21.7 16.1 21.8 16.1 25.2 17.4 25.1 17.4 Total Pedestrian Time (person-seconds) 4799.5 3566.3 5357.2 3969.8 4152.5 2842.2 4643.4 3178.9 Average Pedestrian Time (person-seconds) 49.0 36.4 49.1 36.4 54.6 37.4 54.6 37.4 Int. Vehicle Delay (seconds/person) 10.9 11.8 11.6 11.8 12.4 11.9 12.5 11.7 Incremental Delay (seconds/person) 1.2 1.8 1.8 1.8 1.2 1.8 1.5 1.7 Bicycle Demand (per hour) 15 17 21 17 Total Bicycle Delay (person-seconds) 145.5 150.0 166.6 170.0 235.2 212.1 187.0 170.0 Average Bicycle Delay (person-seconds) 9.7 10.0 9.8 10.0 11.2 10.1 11.0 10.0 San Pablo Avenue / Conlon Avenue AM Peak Hour AM Peak Hour PM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 121.9 131.5 127.3 132.6 120.0 124.5 120.0 126.3 North 20.5 20.5 20.5 20.5 South n/a 16.0 n/a 16.0 East 15.5 15.5 15.5 15.5 West 17.5 17.5 17.5 17.5 Pedestrian Demand (per hour) North 42 46 26 29 South 42 46 26 29 East 27 30 14 15 West 23 25 8 9 Pedestrian Crossing Distance (feet) North 105 105 105 105 South 295 98 295 98 East 60 60 60 60 West 92 92 92 92 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 9652.5 6615.9 11214.8 7337.9 5453.5 3394.5 6058.1 3832.6 Average Pedestrian Delay (person-seconds) 72.0 49.4 76.3 49.9 73.7 45.9 73.9 46.7 Total Pedestrian Crossing Time (person-seconds) 5867.4 3503.4 6428.6 3839.4 3421.7 1958.3 3808.0 2175.7 Average Pedestrian Crossing Time (person-seconds) 43.8 26.1 43.7 26.1 46.2 26.5 46.4 26.5 Total Pedestrian Time (person-seconds) 15520.0 10119.4 17643.4 11177.4 8875.2 5352.7 9866.1 6008.3 Average Pedestrian Time (person-seconds) 115.8 75.5 120.0 76.0 119.9 72.3 120.3 73.3 Int. Vehicle Delay (seconds/person) 35.3 54.4 37.2 51.7 33.1 49.7 32.4 48.2 Incremental Delay (seconds/person) 1.1 12.9 1.4 10.6 2.0 9.8 2.2 8.7 Bicycle Demand (per hour) 16 18 11 12 Total Bicycle Delay (person-seconds) 547.2 664.0 644.4 739.8 342.1 438.9 332.2 434.5 Average Bicycle Delay (person-seconds) 34.2 41.5 35.8 41.1 31.1 39.9 30.2 39.5 San Pablo Avenue / Cutting Boulevard AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 162.1 128.0 162.7 128.6 120.0 132.7 120.0 135.6 North n/a 16.5 n/a 16.5 South 17.5 17.5 17.5 17.5 East 13.0 13.0 13.0 13.0 West 13.5 64.0 13.5 64.3 66.4 67.8 Southwest 14.0 14.0 14.0 14.0 Pedestrian Demand (per hour) North 10 11 10 11 South 52 57 53 58 East 34 37 34 37 West 6 7 10 11 Southwest 25 28 23 25 Pedestrian Crossing Distance (feet) North 307 113 307 113 South 86 86 86 86 East 54 54 54 54 West 58 40 58 40 Southwest 61 61 61 61 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 10473.5 6087.4 11593.1 6738.6 7347.0 6381.4 8035.5 7158.4 Average Pedestrian Delay (person-seconds) 82.5 47.9 82.8 48.1 56.5 49.1 56.6 50.4 Total Pedestrian Crossing Time (person-seconds) 3214.6 2629.4 3540.3 2894.6 3270.6 2664.9 3578.9 2912.6 Average Pedestrian Crossing Time (person-seconds) 25.3 20.7 25.3 20.7 25.2 20.5 25.2 20.5 Total Pedestrian Time (person-seconds) 13688.1 8716.9 15133.3 9633.2 10617.6 9046.3 11614.3 10071.0 Average Pedestrian Time (person-seconds) 107.8 68.6 108.1 68.8 81.7 69.6 81.8 70.9 Int. Vehicle Delay (seconds/person) 60.4 57.8 68.3 53.8 72.7 48.5 79.8 47.3 Incremental Delay (seconds/person) 10.5 21.5 17.8 17.6 36.5 6.8 43.2 6.3 Bicycle Demand (per hour) 2 2 9 10 Total Bicycle Delay (person-seconds) 99.8 72.6 101.0 72.4 325.8 375.3 366.0 410.0 Average Bicycle Delay (person-seconds) 49.9 36.3 50.5 36.2 36.2 41.7 36.6 41.0 San Pablo Avenue / Hill Street / Eastshore Boulevard AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 18.0 18.0 18.0 18.0 South 18.0 18.0 18.0 18.0 East 16.0 16.0 16.0 16.0 West 16.0 16.0 16.0 16.0 Pedestrian Demand (per hour) North 30 33 22 24 South 12 13 11 12 East 24 26 34 37 West 9 10 19 21 Pedestrian Crossing Distance (feet) North 101 101 101 101 South 82 82 82 82 East 83 83 83 83 West 89 89 89 89 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 2868.1 2868.1 3135.7 3135.7 3566.4 3566.4 3898.3 3898.3 Average Pedestrian Delay (person-seconds) 38.2 38.2 38.2 38.2 41.5 41.5 41.5 41.5 Total Pedestrian Crossing Time (person-seconds) 1944.9 1944.9 2127.7 2127.7 2182.0 2182.0 2385.1 2385.1 Average Pedestrian Crossing Time (person-seconds) 25.9 25.9 25.9 25.9 25.4 25.4 25.4 25.4 Total Pedestrian Time (person-seconds) 4813.0 4813.0 5263.4 5263.4 5748.4 5748.4 6283.4 6283.4 Average Pedestrian Time (person-seconds) 64.2 64.2 64.2 64.2 66.8 66.8 66.8 66.8 Int. Vehicle Delay (seconds/person) 24.8 29.6 25.4 29.8 22.7 28.2 23.4 28.2 Incremental Delay (seconds/person) 1.1 1.6 1.5 1.7 2.0 2.5 2.7 2.5 Bicycle Demand (per hour) 9 10 21 23 Total Bicycle Delay (person-seconds) 213.3 252.0 215.1 252.9 434.7 539.7 476.1 591.1 Average Bicycle Delay (person-seconds) 23.7 28.0 23.9 28.1 20.7 25.7 20.7 25.7 San Pablo Avenue / Potrero Avenue AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 17.5 17.5 17.5 17.5 South 17.5 17.5 17.5 17.5 East 14.5 14.5 14.5 14.5 West 14.5 14.5 14.5 14.5 Pedestrian Demand (per hour) North 8 9 12 13 South 8 9 13 14 East 11 12 16 18 West 18 20 16 18 Pedestrian Crossing Distance (feet) North 85 85 85 85 South 85 85 85 85 East 25 25 25 25 West 41 41 41 41 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 1780.4 1780.4 1977.7 1977.7 2410.6 2410.6 2666.0 2666.0 Average Pedestrian Delay (person-seconds) 39.6 39.6 39.6 39.6 42.3 42.3 42.3 42.3 Total Pedestrian Crossing Time (person-seconds) 678.0 678.0 757.1 757.1 908.9 908.9 995.1 995.1 Average Pedestrian Crossing Time (person-seconds) 15.1 15.1 15.1 15.1 15.9 15.9 15.8 15.8 Total Pedestrian Time (person-seconds) 2458.4 2458.4 2734.8 2734.8 3319.4 3319.4 3661.1 3661.1 Average Pedestrian Time (person-seconds) 54.6 54.6 54.7 54.7 58.2 58.2 58.1 58.1 Int. Vehicle Delay (seconds/person) 8.7 8.1 9.0 8.4 13.1 13.5 13.4 15.0 Incremental Delay (seconds/person) 0.5 0.5 0.6 0.5 1.2 0.9 1.3 1.0 Bicycle Demand (per hour) 6 7 9 10 Total Bicycle Delay (person-seconds) 49.2 45.6 58.8 55.3 107.1 113.4 121.0 140.0 Average Bicycle Delay (person-seconds) 8.2 7.6 8.4 7.9 11.9 12.6 12.1 14.0 San Pablo Avenue / Manila Avenue / Bayview Avenue AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 19.5 19.5 19.5 19.5 South n/a 19.5 n/a 19.5 East 13.5 13.5 13.5 13.5 Pedestrian Demand (per hour) North 6 7 18 20 South 6 7 18 20 East 5 6 33 36 Pedestrian Crossing Distance (feet) North 86 86 86 86 South 139 75 139 75 East 47 47 47 47 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 889.9 641.8 1045.1 755.7 3669.3 2871.9 4047.5 3161.5 Average Pedestrian Delay (person-seconds) 52.3 37.8 52.3 37.8 53.2 41.6 53.3 41.6 Total Pedestrian Crossing Time (person-seconds) 452.9 343.1 530.6 402.6 1600.3 1271.1 1769.1 1403.4 Average Pedestrian Crossing Time (person-seconds) 26.6 20.2 26.5 20.1 23.2 18.4 23.3 18.5 Total Pedestrian Time (person-seconds) 1342.8 985.0 1575.7 1158.3 5269.6 4143.1 5816.6 4564.9 Average Pedestrian Time (person-seconds) 79.0 57.9 78.8 57.9 76.4 60.0 76.5 60.1 Int. Vehicle Delay (seconds/person) 10.1 9.6 11.0 10.2 13.2 14.1 15.3 15.0 Incremental Delay (seconds/person) 1.5 1.4 2.0 1.6 2.7 2.2 3.9 2.6 Bicycle Demand (per hour) 2 2 12 13 Total Bicycle Delay (person-seconds) 17.2 16.4 18.0 17.2 126.0 142.8 148.2 161.2 Average Bicycle Delay (person-seconds) 8.6 8.2 9.0 8.6 10.5 11.9 11.4 12.4 San Pablo Avenue / Schmidt Lane AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 19.0 19.0 19.0 19.0 South n/a 19.0 n/a 19.0 East 15.0 15.0 15.0 15.0 Pedestrian Demand (per hour) North 24 26 17 19 South 24 26 17 19 East 7 8 29 32 Pedestrian Crossing Distance (feet) North 80 80 80 80 South 151 70 151 70 East 59 59 59 59 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 3001.5 2040.5 3268.3 2227.2 3323.2 2592.5 3696.5 2879.7 Average Pedestrian Delay (person-seconds) 54.6 37.1 54.5 37.1 52.7 41.2 52.8 41.1 Total Pedestrian Crossing Time (person-seconds) 1702.0 1146.6 1850.9 1249.1 1610.9 1217.4 1793.4 1353.7 Average Pedestrian Crossing Time (person-seconds) 30.9 20.8 30.8 20.8 25.6 19.3 25.6 19.3 Total Pedestrian Time (person-seconds) 4703.5 3187.1 5119.2 3476.4 4934.1 3809.9 5489.9 4233.5 Average Pedestrian Time (person-seconds) 85.5 57.9 85.3 57.9 78.3 60.5 78.4 60.5 Int. Vehicle Delay (seconds/person) 21.2 22.8 21.9 22.2 13.4 19.7 13.8 19.4 Incremental Delay (seconds/person) 4.2 4.7 4.8 4.3 1.9 3.6 2.1 3.2 Bicycle Demand (per hour) 4 4 0 0 Total Bicycle Delay (person-seconds) 68.0 72.4 68.4 71.6 0.0 0.0 0.0 0.0 Average Bicycle Delay (person-seconds) 17.0 18.1 17.1 17.9 11.5 16.1 11.7 16.2 San Pablo Avenue / Moeser Lane AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 16.5 16.5 16.5 16.5 South 16.5 16.5 16.5 16.5 East 12.0 12.0 12.0 12.0 Pedestrian Demand (per hour) North 19 21 49 54 South 23 25 49 54 East 15 17 31 34 Pedestrian Crossing Distance (feet) North 79 79 79 79 South 81 81 81 81 East 39 39 39 39 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 2267.9 2267.9 2508.3 2508.3 5500.6 5500.6 6054.4 6054.4 Average Pedestrian Delay (person-seconds) 39.8 39.8 39.8 39.8 42.6 42.6 42.6 42.6 Total Pedestrian Crossing Time (person-seconds) 1128.3 1128.3 1242.0 1242.0 2585.4 2585.4 2847.4 2847.4 Average Pedestrian Crossing Time (person-seconds) 19.8 19.8 19.7 19.7 20.0 20.0 20.1 20.1 Total Pedestrian Time (person-seconds) 3396.2 3396.2 3750.3 3750.3 8086.0 8086.0 8901.9 8901.9 Average Pedestrian Time (person-seconds) 59.6 59.6 59.5 59.5 62.7 62.7 62.7 62.7 Int. Vehicle Delay (seconds/person) 17.8 16.2 18.7 15.8 11.8 11.1 12.1 11.0 Incremental Delay (seconds/person) 5.2 4.0 6.0 3.7 1.1 0.8 1.3 0.8 Bicycle Demand (per hour) 9 10 0 0 Total Bicycle Delay (person-seconds) 113.4 109.8 127.0 121.0 0.0 0.0 0.0 0.0 Average Bicycle Delay (person-seconds) 12.6 12.2 12.7 12.1 10.7 10.3 10.8 10.2 San Pablo Avenue / Stockton Avenue AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 18.5 18.5 18.5 18.5 South 21.0 21.0 21.0 21.0 East 13.5 13.5 13.5 13.5 West 19.5 19.5 19.5 19.5 Pedestrian Demand (per hour) North 23 25 22 24 South 34 37 22 24 East 8 9 31 34 West 7 8 20 22 Pedestrian Crossing Distance (feet) North 88 88 88 88 South 82 82 82 82 East 45 45 45 45 West 80 80 80 80 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 2628.9 2628.9 2885.8 2885.8 3871.2 3871.2 4238.3 4238.3 Average Pedestrian Delay (person-seconds) 36.5 36.5 40.1 40.1 40.7 40.7 40.8 40.8 Total Pedestrian Crossing Time (person-seconds) 1637.7 1637.7 1637.7 1637.7 1924.3 1924.3 2105.7 2105.7 Average Pedestrian Crossing Time (person-seconds) 22.7 22.7 22.7 22.7 20.3 20.3 20.2 20.2 Total Pedestrian Time (person-seconds) 4266.6 4266.6 4523.5 4523.5 5795.5 5795.5 6344.0 6344.0 Average Pedestrian Time (person-seconds) 59.3 59.3 57.3 57.3 61.0 61.0 61.0 61.0 Int. Vehicle Delay (seconds/person) 34.3 37.4 36.5 36.5 31.6 38.4 33.4 37.5 Incremental Delay (seconds/person) 3.4 5.3 4.8 4.6 4.3 8.3 5.4 7.6 Bicycle Demand (per hour) 11 12 15 17 Total Bicycle Delay (person-seconds) 339.9 353.1 380.4 382.8 409.5 451.5 476.0 508.3 Average Bicycle Delay (person-seconds) 30.9 32.1 31.7 31.9 27.3 30.1 28.0 29.9 San Pablo Avenue / Carlson Boulevard AM Peak Hour AM Peak Hour PM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 17.0 17.0 17.0 17.0 South 17.0 17.0 17.0 17.0 East 16.0 16.0 16.0 16.0 West 19.0 19.0 19.0 19.0 Pedestrian Demand (per hour) North 25 28 60 66 South 32 35 31 34 East 11 12 38 42 West 18 20 34 37 Pedestrian Crossing Distance (feet) North 83 83 83 83 South 71 71 71 71 East 52 52 52 52 West 63 63 63 63 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 3276.4 3276.4 3618.9 3618.9 6701.8 6701.8 7360.5 7360.5 Average Pedestrian Delay (person-seconds) 38.1 38.1 38.1 38.1 41.1 41.1 41.1 41.1 Total Pedestrian Crossing Time (person-seconds) 1729.4 1729.4 1912.3 1912.3 3228.3 3228.3 3544.9 3544.9 Average Pedestrian Crossing Time (person-seconds) 20.1 20.1 20.1 20.1 19.8 19.8 19.8 19.8 Total Pedestrian Time (person-seconds) 5005.8 5005.8 5531.2 5531.2 9930.1 9930.1 10905.4 10905.4 Average Pedestrian Time (person-seconds) 58.2 58.2 58.2 58.2 60.9 60.9 60.9 60.9 Int. Vehicle Delay (seconds/person) 18.9 20.3 20.1 20.2 20.6 27.1 21.9 28.4 Incremental Delay (seconds/person) 0.9 1.5 1.1 1.3 2.0 6.6 2.6 7.6 Bicycle Demand (per hour) 11 12 10 11 Total Bicycle Delay (person-seconds) 198.0 206.8 228.0 226.8 186.0 205.0 212.3 228.8 Average Bicycle Delay (person-seconds) 18.0 18.8 19.0 18.9 18.6 20.5 19.3 20.8 San Pablo Avenue / Carlson Boulevard AM Peak Hour AM Peak Hour PM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Option 2 2040 2040 Option 2 Existing Option 2 2040 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 108.0 108.0 108.0 108.0 114.0 114.0 114.0 114.0 North 15.5 15.5 15.5 15.5 South 15.0 15.0 15.0 15.0 East 21.5 21.5 21.5 21.5 West 21.5 21.5 21.5 21.5 Pedestrian Demand (per hour) North 3 3 24 26 South 4 4 75 83 East 2 2 40 44 West 4 4 38 42 Pedestrian Crossing Distance (feet) North 76 76 76 76 South 81 81 81 81 East 65 65 65 65 West 63 63 63 63 Walk Speed (feet per second) 3.5 3.5 Total Pedestrian Delay (person-seconds) 486.8 486.8 486.8 486.8 7172.4 7172.4 7901.7 7901.7 Average Pedestrian Delay (person-seconds) 37.4 37.4 37.4 37.4 40.5 40.5 40.5 40.5 Total Pedestrian Crossing Time (person-seconds) 266.9 266.9 266.9 266.9 3683.7 3683.7 4058.6 4058.6 Average Pedestrian Crossing Time (person-seconds) 20.5 20.5 20.5 20.5 20.8 20.8 20.8 20.8 Total Pedestrian Time (person-seconds) 753.7 753.7 753.7 753.7 10856.2 10856.2 11960.2 11960.2 Average Pedestrian Time (person-seconds) 58.0 58.0 58.0 58.0 61.3 61.3 61.3 61.3 Int. Vehicle Delay (seconds/person) 23.0 23.4 23.4 23.5 39.8 43.1 43.6 42.6 Incremental Delay (seconds/person) 1.2 1.3 1.4 1.3 8.7 10.8 11.7 10.3 Bicycle Demand (per hour) 13 14 14 15 Total Bicycle Delay (person-seconds) 283.4 287.3 308.0 310.8 435.4 452.2 478.5 484.5 Average Bicycle Delay (person-seconds) 21.8 22.1 22.0 22.2 31.1 32.3 31.9 32.3 PM Peak Hour San Pablo Avenue / Carlson Boulevard AM Peak Hour PM Peak Hour AM Peak Hour ---PAGE BREAK--- Option 2 2040 Option 2 Option 2 2040 Option 2 Signal Timing (seconds) Actuated Cycle Length 90.0 90.0 90.0 90.0 North 19.0 19.0 19.0 19.0 South 0.0 0.0 0.0 0.0 East 12.5 12.5 12.5 12.5 West 0.0 0.0 0.0 0.0 Pedestrian Demand (per hour) North South East West Pedestrian Crossing Distance (feet) North 81 81 South 0 East 30 30 West 0 Walk Speed (feet per second) Total Pedestrian Delay (person-seconds) 1227.5 1395.2 867.0 1034.4 Average Pedestrian Delay (person-seconds) 30.7 34.9 28.9 30.4 Total Pedestrian Crossing Time (person-seconds) 634.3 697.7 621.4 699.4 Average Pedestrian Crossing Time (person-seconds) 15.9 15.9 20.7 20.6 Total Pedestrian Time (person-seconds) 1861.8 2092.9 1488.4 1733.8 Average Pedestrian Time (person-seconds) 46.5 47.6 49.6 51.0 Int. Vehicle Delay (seconds/person) 5.6 5.3 10.1 10.7 Incremental Delay (seconds/person) 0.5 0.4 0.7 0.9 Bicycle Demand (per hour) Total Bicycle Delay (person-seconds) 66.3 68.6 131.6 147.0 Average Bicycle Delay (person-seconds) 5.1 4.9 9.4 9.8 San Pablo Avenue / Midblock Driveway AM Peak Hour AM Peak Hour PM Peak Hour PM Peak Hour ---PAGE BREAK--- Existing Existing Time Plus Project Time Plus Project Time Plus Project Time Plus Project Stop Stop Time Savings Stop Stop Time 1 13.0 13.2 26.7 29.7 1 20.7 21.4 31.0 32.5 McDonald 20 McDonald 20 McDonald 20 McDonald 20 2 2.4 2.4 8.4 9.8 2 11.9 12.6 17.4 21.6 Conlon 20 Wall 15 Conlon 20 3 8.1 8.7 11.7 10.7 3 5.6 5.4 3.7 3.8 Cutting 20 Cutting 20 Wall 20 Wall 15 4 19.2 26.5 10.7 38.3 4 41.2 59.9 21.1 22.2 Potrero 20 Potrero 20 Cutting 20 Cutting 20 5 36.5 27.8 28.0 34.8 5 65.4 78.9 14.2 50.7 Carlos 20 Eastshore 20 8 3.0 10.3 3.1 14.0 8 11.6 22.0 10.4 24.3 Manila 20 Manila 20 Potrero 20 Potrero 20 9 1.3 1.2 4.5 8.9 9 2.9 1.8 5.7 4.6 Schmidt 20 Jefferson 20 10 3.1 2.7 4.5 4.4 10 1.7 1.3 3.2 11.2 Moeser 20 Moeser 15 Bayview 20 Bayview 20 11 4.6 4.5 4.9 4.6 11 12.7 15.1 3.4 10.3 Stockton 20 Stockton 20 Orchard 20 12 7.2 6.0 7.0 6.3 12 3.0 2.0 4.0 3.6 Eureka 20 Moeser 20 Moeser 10 13 10.1 12.5 17.6 22.5 13 35.5 41.1 26.9 32.1 Lincoln 20 Lincoln 10 Stockton 20 Stockton 10 14 4.6 4.6 10.6 11.2 14 10.6 11.2 9.0 9.9 Carlson 20 Carlson 20 Columbia 20 15 17.7 18.0 41.6 42.3 15 14.8 14.9 19.0 22.4 El Dorado 20 El Dorado 20 Total 130.8 138.4 179.3 237.5 Total 237.6 287.6 169.0 249.2 Central 20 7.6 58.2 50.0 80.2 Fairmount 20 Carlson 20 Carlson 20 1 14.2 13.2 27.3 29.9 1 22.9 21.3 31.2 32.3 20 sec Removes 3 stops Removes 7 stops 2 2.4 2.4 8.1 10.0 2 12.6 12.3 18.4 20.9 5 sec Installs transit bulbs at 2 stops Installs transit bulbs at 2 stops 3 8.4 9.0 12.0 10.9 3 5.5 5.4 3.7 3.8 10 sec Moves 1 stop from near side to far side Moves 2 stops from near side to far side 4 19.9 26.6 10.5 39.8 4 43.0 61.5 19.4 53.0 Existing With Project Existing With Project 5 37.7 27.6 25.7 36.4 5 82.2 70.9 15.4 49.0 Free Flow time 7.5 7.5 7.5 7.5 8 3.2 10.3 2.8 14.9 8 12.5 23.3 11.2 24.0 AM Peak Hour 2.2 2.3 4.0 4.8 9 1.5 1.4 4.4 7.6 9 3.0 1.8 5.5 6.1 PM Peak Hour 3.0 4.0 2.8 4.2 10 3.3 3.0 3.7 3.8 10 1.9 1.4 3.5 12.5 AM Peak Hour 2.3 2.4 4.5 5.4 11 4.8 4.3 4.3 4.5 11 13.3 14.8 3.6 11.3 PM Peak Hour 2.8 4.1 2.9 4.7 12 7.4 6.1 6.7 6.4 12 3.2 2.4 4.0 3.6 Corridor Savings 4.0 2.7 5.3 2.6 13 11.3 13.2 15.2 23.7 13 40.5 78.3 28.7 30.9 14 4.8 6.5 9.8 11.5 14 12.1 13.8 10.1 9.8 15 17.9 18.4 36.3 43.9 15 14.4 15.3 19.9 22.3 AM Peak Hour 13.7 12.5 16.8 14.9 Total 136.8 142.0 166.8 243.3 Total 267.1 322.5 174.6 279.5 PM Peak Hour 14.5 14.1 15.7 14.2 5.2 76.5 55.4 104.9 AM Peak Hour 13.8 12.5 17.3 15.5 20.0 mph PM Peak Hour 14.3 14.2 15.7 14.7 2.5 miles Existing AM Peak Hour 13:40 12:30 16:50 14:55 -11% 7.5 free flow minutes PM Peak Hour 14:30 14:00 15:40 14:15 2040 AM Peak Hour 13:45 12:30 17:15 15:30 -10% PM Peak Hour 14:15 14:15 0% 15:45 14:45 2040 NBT Delay AM Peak Hour PM Peak Hour AM Peak Hour SBT Delay Planned Planned Southbound Northbound Existing 2040 2040 Existing Existing PM Peak Hour Existing 2040 Southbound Southbound Northbound Northbound ---PAGE BREAK--- Appendix H BEF Evaluation Calculations ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 EXISTING Downtown - Fairmount SB 1 1 2 2 1 4 1 ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 EXISTING Midtown - Moeser SB 1 1 1 3 3 1 1 1 1 7 ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 EXISTING Uptown - Conlon NB 1 1 2 2 1 3 ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 PROPOSED Downtown - Fairmount SB 2 1 5 5 1 9 1 1 1 1 1 ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 PROPOSED Midtown - Moeser SB 2 1 1 5 5 1 1 1 1 9 1 ---PAGE BREAK--- KEY Bus Stop Amenities 1. Transit Level of Service All Bus Stop Characteristics 2. Enter score from #1 above and score one point for each of items 2-6 that apply. Field Category Score 1 Bus Stop Amenities 2 Minimum Bus Stop Length & Red Curb Provided (80’) 3 Minimum Pedestrian Path of Travel 4 ADA Compliant Bus Stop Area x 5’ landing) 5 Pedestrian-scale Lighting TOTAL 1 Bus Stop Amenities Score Shelter and Bench 2 Bench Only, No Shelter 1 Bus Bulb 1 Wayfinding/Routing Information 1 Bicycle Parking 1 Total Score one point for each bus stop amenity unless otherwise noted. San Pablo Avenue Bus Stop Location: 5 5 4 3 1 4 2 Level of Service Score 8-10 6-7 ≤5 PROPOSED Uptown - Conlon NB 2 1 5 5 1 9 1 1 1 1 1 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Midtown - Potrero to Lincoln - Typical 5 0 5 0 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Midtown - Potrero to Lincoln - Typical 5 2 7 0 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Uptown - Macdonald to Potrero - Typical 4 0 0 4 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Midtown - Potrero to Lincoln - Weakest Link 2 0 2 0 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Midtown - Potrero to Lincoln - Weakest Link 4 2 6 0 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 EXISTING Uptown - Macdonald to Potrero - Weakest Link 2 0 0 2 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: EXISTING Downtown - Fairmount 8 9 0.5 0.5 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: EXISTING Midtown - Moeser 8 7 -1 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: EXISTING Uptown - Cutting -1 8 7 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Midtown - Potrero to Lincoln - Typical 5 0 8 3 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Midtown - Potrero to Lincoln - Typical 5 2 10 3 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Uptown - Macdonald to Potrero - Typical 5 0 3 8 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Downtown - Lincoln to City Limit - Weakest Link 2 0 5 3 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Midtown - Potrero to Lincoln - Weakest Link 4 0 7 3 ---PAGE BREAK--- Segment LOS = 1 + 2 + 3 Pedestrian Level of Service KEY Level of Service Score 8-10 6-7 ≤5 Usable Sidewalk Width Score 5 and 4 2 Buffer Between Sidewalk & Roadway Score Yes 2 No 0 Crosswalk spacing < 400’ Score Yes 3 No 0 TOTAL 1 2 3 Pablo Avenue Segment sidewalk buffer usable sidewalk 1 2 PROPOSED Uptown - Macdonald to Potrero - Weakest Link 2 0 3 5 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: PROPOSED Downtown - San Diego 6 10 2 2 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: PROPOSED Midtown - Moeser 8 10 1 1 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: PROPOSED Midtown - Plumas 6 10 2 2 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: PROPOSED Uptown - Cutting 8 10 1 1 ---PAGE BREAK--- Intersection LOS = 1 + 2 + 3 KEY Pedestrian Level of Service Level of Service Score 8-10 6-7 ≤5 TOTAL Crosswalk Enhancements Intersection Type Crosswalk Type Score Signalized Traffic Signal 8 Unsignalized HAWK 6 RRFB 6 In-Roadway Lights 5 High-Visibility Striping Only 4 Standard Striping 3 1 2 3 Crossing #1 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 Crosswalk Presence Score One Crosswalk not Marked -1 Two or More Crosswalks not Marked -2 Crossing #2 Distance (across San Pablo) Unsignalized Signalized Two curb Extensions 2 1 One Curb Extension 1 0.5 Median Refuge 2 1 San Pablo Avenue Intersection Location: PROPOSED Uptown - DelNorte BART Mid-Block 6 8 2 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 EXISTING Entire San Pablo Avenue Corridor 0 0 0 0 0 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       EXISTING San Pablo Avenue 0 0 0 0 0 0 0 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Unsignalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Presence of right-turn lane 4 Non-solid buffered cycletrack with poor visibility 5 Non-solid buffered cycletrack with good visibility 6 Solid buffered cycletrack with poor visibility 7 Solid buffered cycletrack with good visibility TOTAL UNSIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of BIKE RIGHT-OF-WAY (assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility) 4 3 PRESENCE 0f RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 NON-SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) -4 5 NON-SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 0 6 SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) 0 7 SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Unsignalized Intersection Location: 2 6 7 4 5         Dedicated Row Shared Row EXISTING San Pablo Avenue 2 2 0 0 0 0 0 0 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Downtown - Lincoln to City Limit 2 0 0 0 2 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Midtown - Potrero to Lincoln (NB & SB) 2 4 0 2 8 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Uptown - Cutting to Potrero (NB & SB) 2 4 0 0 6 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Uptown - Macdonald to Wall (NB & SB) 2 0 0 0 2 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Uptown - Wall to Potrero (NB) 2 4 0 0 6 ---PAGE BREAK--- Bicycle Level of Service KEY Bicycle Segment LOS Scoring Table San Pablo Avenue Segment Location: Segment (Two-Way Roadway) LTS Segment Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Buffer from traffic 4 Buffer from parking TOTAL Level of Service Score 8-10 6-7 ≤5 SEGMENT TYPE SCORE PRESENCE of DESIGNATED BIKEWAY (lane, cycletrack or sharrow) 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY (lane or cycletrack). Assumes minimum 5 feet for one-directional facility, 8 feet for two-directional facility; vertical separation from sidewalk of 4 inches or more or horizontal separation from sidewalk of 5 feet or more. 4 BUFFER from TRAFFIC (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 1 2 Solid buffer (includes on-street parking) 2 BUFFER from PARKING (pick one) No buffer 0 Painted buffer 2-foot buffer 3-foot buffer 2 2 Solid buffer or no on-street parking 2 1 2 3 4 Dedicated Row Shared Row 2 PROPOSED Uptown - Wall to Potrero (SB) 2 4 0 0 6 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       PROPOSED Downtown - Fairmount (NB & SB) 2 0 0 0 0 0 2 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       PROPOSED Midtown - Moeser (NB & SB) 2 4 0 0 0 4 10 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Unsignalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bike right-of-way 3 Presence of right-turn lane 4 Non-solid buffered cycletrack with poor visibility 5 Non-solid buffered cycletrack with good visibility 6 Solid buffered cycletrack with poor visibility 7 Solid buffered cycletrack with good visibility TOTAL UNSIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of BIKE RIGHT-OF-WAY (assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility) 4 3 PRESENCE 0f RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 NON-SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) -4 5 NON-SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 0 6 SOLID BUFFERED BIKE FACILITY WITH POOR VISIBILITY (behind parked cars, bus stop, or other obstruction) 0 7 SOLID BUFFERED BIKE FACILITY WITH GOOD VISIBILITY 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Unsignalized Intersection Location: 2 6 7 4 5         Dedicated Row Shared Row PROPOSED Midtown - Waldo 2 10 4 0 0 0 0 4 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       PROPOSED Uptown - Cutting NB 2 4 1 0 0 0 7 ---PAGE BREAK--- KEY Bicycle Level of Service Bicycle Signalized Intersection LOS Scoring Table Field Category Score 1 Presence of designated bikeway 2 Presence of dedicated bikeway right-of-way 3 Presence of right-turn lane 4 Solid buffered bike facility with no phase separation 5 Non-solid buffered bike facility with phase separation 6 Solid buffered bike facility with phase separation TOTAL SIGNALIZED INTERSECTIONS SCORE 1 PRESENCE of DESIGNATED BIKEWAY 2 2 PRESENCE of DEDICATED BIKE RIGHT-of-WAY Assumes minimum 5 feet for one directional facility, 8 feet for two-directional facility 4 3 PRESENCE OF RIGHT-TURN LANE No right-turn lane 0 Combined bike/right-turn lane 0 Right-turn lane with bike to right 0 Right-turn lane with bike lane to left 1 4 SOLID BUFFERED BIKE FACILITY WITH NO PHASE SEPARATION Phase separation refers to separating through bikeway traffic movements from conflicting turning volumes to/from San Pablo Avenue 0 5 NON-SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 1 6 SOLID BUFFERED BIKE FACILITY WITH PHASE SEPARATION 4 Level of Service Score 8-10 6-7 ≤5 San Pablo Avenue Signalized Intersection Location: 5 6 2 4 Dedicated Row Shared Row       PROPOSED Uptown - Cutting SB 2 4 0 0 0 0 6