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Appendix N - Traffic Study Report (Appendices)
Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank 1.1-1 Provide truck turning templates for project driveway 1, 3 (including on site 90-degree turn), 4 & 5. 1.1-2 1.1-3 1.1-4 1.1-5 1.1-6 1.1-7 1.1-8 1.1-9 1.1-10 1.1-11 1.1-12 1.1-13 1.1-14 1.1-15 1.1-16 1.1-17 This Page Intentionally Left Blank 1.1-18 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 3.1: EXISTING & HISTORICAL TRAFFIC COUNTS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 189 133 0 322 60 0 114 61 174 0 145 62 11 207 0 0 0 0 0 72 703 775 07:15 AM 0 203 146 0 349 73 0 115 49 188 0 126 68 10 194 0 0 0 0 0 59 731 790 07:30 AM 0 210 118 0 328 73 0 119 52 192 0 158 50 14 208 0 0 0 0 0 66 728 794 07:45 AM 0 256 108 0 364 132 0 123 35 255 0 157 46 9 203 0 0 0 0 0 44 822 866 Total 0 858 505 0 1363 338 0 471 197 809 0 586 226 44 812 0 0 0 0 0 241 2984 3225 08:00 AM 0 240 95 0 335 93 0 87 32 180 0 166 56 26 222 0 0 0 0 0 58 737 795 08:15 AM 0 228 106 0 334 83 0 83 28 166 0 191 61 20 252 0 0 0 0 0 48 752 800 08:30 AM 0 153 104 0 257 56 0 89 42 145 0 150 53 9 203 0 0 0 0 0 51 605 656 08:45 AM 0 159 62 0 221 53 0 91 49 144 0 143 50 11 193 0 0 0 0 0 60 558 618 Total 0 780 367 0 1147 285 0 350 151 635 0 650 220 66 870 0 0 0 0 0 217 2652 2869 Grand Total 0 1638 872 0 2510 623 0 821 348 1444 0 1236 446 110 1682 0 0 0 0 0 458 5636 6094 Apprch %0 65.3 34.7 43.1 0 56.9 0 73.5 26.5 0 0 0 Total %0 29.1 15.5 44.5 11.1 0 14.6 25.6 0 21.9 7.9 29.8 0 0 0 0 7.5 92.5 Passenger Vehicles 0 1512 809 2321 547 0 746 1613 0 1144 355 1577 0 0 0 0 0 0 5511 % Passenger Vehicles 0 92.3 92.8 0 92.5 87.8 0 90.9 92 90 0 92.6 79.6 70.9 88 0 0 0 0 0 0 0 90.4 Large 2 Axle Vehicles 0 59 24 83 22 0 29 66 0 48 15 68 0 0 0 0 0 0 217 % Large 2 Axle Vehicles 0 3.6 2.8 0 3.3 3.5 0 3.5 4.3 3.7 0 3.9 3.4 4.5 3.8 0 0 0 0 0 0 0 3.6 3 Axle Vehicles 0 25 11 36 11 0 20 36 0 13 22 42 0 0 0 0 0 0 114 % 3 Axle Vehicles 0 1.5 1.3 0 1.4 1.8 0 2.4 1.4 2 0 1.1 4.9 6.4 2.3 0 0 0 0 0 0 0 1.9 4+ Axle Trucks 0 42 28 70 43 0 26 77 0 31 54 105 0 0 0 0 0 0 252 % 4+ Axle Trucks 0 2.6 3.2 0 2.8 6.9 0 3.2 2.3 4.3 0 2.5 12.1 18.2 5.9 0 0 0 0 0 0 0 4.1 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 210 118 328 73 0 119 192 0 158 50 208 0 0 0 0 728 07:45 AM 0 256 108 364 132 0 123 255 0 157 46 203 0 0 0 0 822 08:00 AM 0 240 95 335 93 0 87 180 0 166 56 222 0 0 0 0 737 08:15 AM 0 228 106 334 83 0 83 166 0 191 61 252 0 0 0 0 752 Total Volume 0 934 427 1361 381 0 412 793 0 672 213 885 0 0 0 0 3039 % App. Total 0 68.6 31.4 48 0 52 0 75.9 24.1 0 0 0 PHF .000 .912 .905 .935 .722 .000 .837 .777 .000 .880 .873 .878 .000 .000 .000 .000 .924 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-1 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 427 Thru 934 Left 0 InOut Total 1084 1361 2445 Right412 Thru0 Left381 OutTotalIn213 793 1006 Left 0 Thru 672 Right 213 Out TotalIn 1315 885 2200 Left0 Thru0 Right0 TotalOutIn427 0 427 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-2 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:00 AM +0 mins.0 203 146 349 73 0 115 188 0 158 50 208 0 0 0 0 +15 mins.0 210 118 328 73 0 119 192 0 157 46 203 0 0 0 0 +30 mins.0 256 108 364 132 0 123 255 0 166 56 222 0 0 0 0 +45 mins.0 240 95 335 93 0 87 180 0 191 61 252 0 0 0 0 Total Volume 0 909 467 1376 371 0 444 815 0 672 213 885 0 0 0 0 % App. Total 0 66.1 33.9 45.5 0 54.5 0 75.9 24.1 0 0 0 PHF .000 .888 .800 .945 .703 .000 .902 .799 .000 .880 .873 .878 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-3 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 176 122 0 298 52 0 104 56 156 0 135 56 9 191 0 0 0 0 0 65 645 710 07:15 AM 0 186 138 0 324 68 0 112 48 180 0 116 57 6 173 0 0 0 0 0 54 677 731 07:30 AM 0 196 114 0 310 64 0 113 51 177 0 149 45 13 194 0 0 0 0 0 64 681 745 07:45 AM 0 244 103 0 347 122 0 105 28 227 0 148 39 6 187 0 0 0 0 0 34 761 795 Total 0 802 477 0 1279 306 0 434 183 740 0 548 197 34 745 0 0 0 0 0 217 2764 2981 08:00 AM 0 222 88 0 310 84 0 80 31 164 0 152 37 16 189 0 0 0 0 0 47 663 710 08:15 AM 0 213 100 0 313 70 0 74 26 144 0 178 48 16 226 0 0 0 0 0 42 683 725 08:30 AM 0 132 95 0 227 43 0 76 35 119 0 137 41 6 178 0 0 0 0 0 41 524 565 08:45 AM 0 143 49 0 192 44 0 82 45 126 0 129 32 6 161 0 0 0 0 0 51 479 530 Total 0 710 332 0 1042 241 0 312 137 553 0 596 158 44 754 0 0 0 0 0 181 2349 2530 Grand Total 0 1512 809 0 2321 547 0 746 320 1293 0 1144 355 78 1499 0 0 0 0 0 398 5113 5511 Apprch %0 65.1 34.9 42.3 0 57.7 0 76.3 23.7 0 0 0 Total %0 29.6 15.8 45.4 10.7 0 14.6 25.3 0 22.4 6.9 29.3 0 0 0 0 7.2 92.8 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 196 114 310 64 0 113 177 0 149 45 194 0 0 0 0 681 07:45 AM 0 244 103 347 122 0 105 227 0 148 39 187 0 0 0 0 761 08:00 AM 0 222 88 310 84 0 80 164 0 152 37 189 0 0 0 0 663 08:15 AM 0 213 100 313 70 0 74 144 0 178 48 226 0 0 0 0 683 Total Volume 0 875 405 1280 340 0 372 712 0 627 169 796 0 0 0 0 2788 % App. Total 0 68.4 31.6 47.8 0 52.2 0 78.8 21.2 0 0 0 PHF .000 .897 .888 .922 .697 .000 .823 .784 .000 .881 .880 .881 .000 .000 .000 .000 .916 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-4 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 405 Thru 875 Left 0 InOut Total 999 1280 2279 Right372 Thru0 Left340 OutTotalIn169 712 881 Left 0 Thru 627 Right 169 Out TotalIn 1215 796 2011 Left0 Thru0 Right0 TotalOutIn405 0 405 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-5 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 196 114 310 64 0 113 177 0 149 45 194 0 0 0 0 +15 mins.0 244 103 347 122 0 105 227 0 148 39 187 0 0 0 0 +30 mins.0 222 88 310 84 0 80 164 0 152 37 189 0 0 0 0 +45 mins.0 213 100 313 70 0 74 144 0 178 48 226 0 0 0 0 Total Volume 0 875 405 1280 340 0 372 712 0 627 169 796 0 0 0 0 % App. Total 0 68.4 31.6 47.8 0 52.2 0 78.8 21.2 0 0 0 PHF .000 .897 .888 .922 .697 .000 .823 .784 .000 .881 .880 .881 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-6 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 7 4 0 11 3 0 3 3 6 0 5 2 1 7 0 0 0 0 0 4 24 28 07:15 AM 0 6 3 0 9 2 0 0 0 2 0 8 2 2 10 0 0 0 0 0 2 21 23 07:30 AM 0 6 2 0 8 0 0 4 1 4 0 4 0 0 4 0 0 0 0 0 1 16 17 07:45 AM 0 7 2 0 9 3 0 7 3 10 0 6 1 1 7 0 0 0 0 0 4 26 30 Total 0 26 11 0 37 8 0 14 7 22 0 23 5 4 28 0 0 0 0 0 11 87 98 08:00 AM 0 7 4 0 11 1 0 3 1 4 0 7 1 0 8 0 0 0 0 0 1 23 24 08:15 AM 0 6 2 0 8 5 0 4 1 9 0 5 4 0 9 0 0 0 0 0 1 26 27 08:30 AM 0 11 1 0 12 5 0 6 5 11 0 6 1 0 7 0 0 0 0 0 5 30 35 08:45 AM 0 9 6 0 15 3 0 2 1 5 0 7 4 1 11 0 0 0 0 0 2 31 33 Total 0 33 13 0 46 14 0 15 8 29 0 25 10 1 35 0 0 0 0 0 9 110 119 Grand Total 0 59 24 0 83 22 0 29 15 51 0 48 15 5 63 0 0 0 0 0 20 197 217 Apprch %0 71.1 28.9 43.1 0 56.9 0 76.2 23.8 0 0 0 Total %0 29.9 12.2 42.1 11.2 0 14.7 25.9 0 24.4 7.6 32 0 0 0 0 9.2 90.8 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 6 2 8 0 0 4 4 0 4 0 4 0 0 0 0 16 07:45 AM 0 7 2 9 3 0 7 10 0 6 1 7 0 0 0 0 26 08:00 AM 0 7 4 11 1 0 3 4 0 7 1 8 0 0 0 0 23 08:15 AM 0 6 2 8 5 0 4 9 0 5 4 9 0 0 0 0 26 Total Volume 0 26 10 36 9 0 18 27 0 22 6 28 0 0 0 0 91 % App. Total 0 72.2 27.8 33.3 0 66.7 0 78.6 21.4 0 0 0 PHF .000 .929 .625 .818 .450 .000 .643 .675 .000 .786 .375 .778 .000 .000 .000 .000 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-7 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 10 Thru 26 Left 0 InOut Total 40 36 76 Right18 Thru0 Left9 OutTotalIn6 27 33 Left 0 Thru 22 Right 6 Out TotalIn 35 28 63 Left0 Thru0 Right0 TotalOutIn10 0 10 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-8 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 6 2 8 0 0 4 4 0 4 0 4 0 0 0 0 +15 mins.0 7 2 9 3 0 7 10 0 6 1 7 0 0 0 0 +30 mins.0 7 4 11 1 0 3 4 0 7 1 8 0 0 0 0 +45 mins.0 6 2 8 5 0 4 9 0 5 4 9 0 0 0 0 Total Volume 0 26 10 36 9 0 18 27 0 22 6 28 0 0 0 0 % App. Total 0 72.2 27.8 33.3 0 66.7 0 78.6 21.4 0 0 0 PHF .000 .929 .625 .818 .450 .000 .643 .675 .000 .786 .375 .778 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-9 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 3 0 3 0 0 1 0 1 0 2 1 0 3 0 0 0 0 0 0 7 7 07:15 AM 0 5 1 0 6 2 0 3 1 5 0 0 4 1 4 0 0 0 0 0 2 15 17 07:30 AM 0 3 1 0 4 4 0 0 0 4 0 0 1 0 1 0 0 0 0 0 0 9 9 07:45 AM 0 3 0 0 3 0 0 2 1 2 0 2 1 0 3 0 0 0 0 0 1 8 9 Total 0 11 5 0 16 6 0 6 2 12 0 4 7 1 11 0 0 0 0 0 3 39 42 08:00 AM 0 3 2 0 5 1 0 2 0 3 0 2 8 4 10 0 0 0 0 0 4 18 22 08:15 AM 0 4 2 0 6 1 0 4 0 5 0 3 2 1 5 0 0 0 0 0 1 16 17 08:30 AM 0 4 2 0 6 2 0 4 1 6 0 2 3 1 5 0 0 0 0 0 2 17 19 08:45 AM 0 3 0 0 3 1 0 4 2 5 0 2 2 0 4 0 0 0 0 0 2 12 14 Total 0 14 6 0 20 5 0 14 3 19 0 9 15 6 24 0 0 0 0 0 9 63 72 Grand Total 0 25 11 0 36 11 0 20 5 31 0 13 22 7 35 0 0 0 0 0 12 102 114 Apprch %0 69.4 30.6 35.5 0 64.5 0 37.1 62.9 0 0 0 Total %0 24.5 10.8 35.3 10.8 0 19.6 30.4 0 12.7 21.6 34.3 0 0 0 0 10.5 89.5 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 3 1 4 4 0 0 4 0 0 1 1 0 0 0 0 9 07:45 AM 0 3 0 3 0 0 2 2 0 2 1 3 0 0 0 0 8 08:00 AM 0 3 2 5 1 0 2 3 0 2 8 10 0 0 0 0 18 08:15 AM 0 4 2 6 1 0 4 5 0 3 2 5 0 0 0 0 16 Total Volume 0 13 5 18 6 0 8 14 0 7 12 19 0 0 0 0 51 % App. Total 0 72.2 27.8 42.9 0 57.1 0 36.8 63.2 0 0 0 PHF .000 .813 .625 .750 .375 .000 .500 .700 .000 .583 .375 .475 .000 .000 .000 .000 .708 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-10 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 5 Thru 13 Left 0 InOut Total 15 18 33 Right8 Thru0 Left6 OutTotalIn12 14 26 Left 0 Thru 7 Right 12 Out TotalIn 19 19 38 Left0 Thru0 Right0 TotalOutIn5 0 5 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-11 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 3 1 4 4 0 0 4 0 0 1 1 0 0 0 0 +15 mins.0 3 0 3 0 0 2 2 0 2 1 3 0 0 0 0 +30 mins.0 3 2 5 1 0 2 3 0 2 8 10 0 0 0 0 +45 mins.0 4 2 6 1 0 4 5 0 3 2 5 0 0 0 0 Total Volume 0 13 5 18 6 0 8 14 0 7 12 19 0 0 0 0 % App. Total 0 72.2 27.8 42.9 0 57.1 0 36.8 63.2 0 0 0 PHF .000 .813 .625 .750 .375 .000 .500 .700 .000 .583 .375 .475 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-12 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 6 4 0 10 5 0 6 2 11 0 3 3 1 6 0 0 0 0 0 3 27 30 07:15 AM 0 6 4 0 10 1 0 0 0 1 0 2 5 1 7 0 0 0 0 0 1 18 19 07:30 AM 0 5 1 0 6 5 0 2 0 7 0 5 4 1 9 0 0 0 0 0 1 22 23 07:45 AM 0 2 3 0 5 7 0 9 3 16 0 1 5 2 6 0 0 0 0 0 5 27 32 Total 0 19 12 0 31 18 0 17 5 35 0 11 17 5 28 0 0 0 0 0 10 94 104 08:00 AM 0 8 1 0 9 7 0 2 0 9 0 5 10 6 15 0 0 0 0 0 6 33 39 08:15 AM 0 5 2 0 7 7 0 1 1 8 0 5 7 3 12 0 0 0 0 0 4 27 31 08:30 AM 0 6 6 0 12 6 0 3 1 9 0 5 8 2 13 0 0 0 0 0 3 34 37 08:45 AM 0 4 7 0 11 5 0 3 1 8 0 5 12 4 17 0 0 0 0 0 5 36 41 Total 0 23 16 0 39 25 0 9 3 34 0 20 37 15 57 0 0 0 0 0 18 130 148 Grand Total 0 42 28 0 70 43 0 26 8 69 0 31 54 20 85 0 0 0 0 0 28 224 252 Apprch %0 60 40 62.3 0 37.7 0 36.5 63.5 0 0 0 Total %0 18.8 12.5 31.2 19.2 0 11.6 30.8 0 13.8 24.1 37.9 0 0 0 0 11.1 88.9 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 5 1 6 5 0 2 7 0 5 4 9 0 0 0 0 22 07:45 AM 0 2 3 5 7 0 9 16 0 1 5 6 0 0 0 0 27 08:00 AM 0 8 1 9 7 0 2 9 0 5 10 15 0 0 0 0 33 08:15 AM 0 5 2 7 7 0 1 8 0 5 7 12 0 0 0 0 27 Total Volume 0 20 7 27 26 0 14 40 0 16 26 42 0 0 0 0 109 % App. Total 0 74.1 25.9 65 0 35 0 38.1 61.9 0 0 0 PHF .000 .625 .583 .750 .929 .000 .389 .625 .000 .800 .650 .700 .000 .000 .000 .000 .826 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-13 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 7 Thru 20 Left 0 InOut Total 30 27 57 Right14 Thru0 Left26 OutTotalIn26 40 66 Left 0 Thru 16 Right 26 Out TotalIn 46 42 88 Left0 Thru0 Right0 TotalOutIn7 0 7 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-14 File Name : 01_FON_Citrus_10W AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 5 1 6 5 0 2 7 0 5 4 9 0 0 0 0 +15 mins.0 2 3 5 7 0 9 16 0 1 5 6 0 0 0 0 +30 mins.0 8 1 9 7 0 2 9 0 5 10 15 0 0 0 0 +45 mins.0 5 2 7 7 0 1 8 0 5 7 12 0 0 0 0 Total Volume 0 20 7 27 26 0 14 40 0 16 26 42 0 0 0 0 % App. Total 0 74.1 25.9 65 0 35 0 38.1 61.9 0 0 0 PHF .000 .625 .583 .750 .929 .000 .389 .625 .000 .800 .650 .700 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-15 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 210 111 0 321 41 0 86 36 127 0 316 78 43 394 0 0 0 0 0 79 842 921 04:15 PM 0 227 103 0 330 66 0 101 36 167 0 269 70 61 339 0 0 0 0 0 97 836 933 04:30 PM 0 188 100 0 288 60 0 118 40 178 0 277 70 46 347 0 0 0 0 0 86 813 899 04:45 PM 0 207 111 0 318 52 0 106 57 158 0 217 55 32 272 0 0 0 0 0 89 748 837 Total 0 832 425 0 1257 219 0 411 169 630 0 1079 273 182 1352 0 0 0 0 0 351 3239 3590 05:00 PM 0 191 110 0 301 51 0 101 50 152 0 224 66 40 290 0 0 0 0 0 90 743 833 05:15 PM 0 210 117 0 327 39 0 125 53 164 0 240 49 37 289 0 0 0 0 0 90 780 870 05:30 PM 0 206 99 0 305 71 0 108 44 179 0 217 64 49 281 0 0 0 0 0 93 765 858 05:45 PM 0 183 74 0 257 65 0 116 47 181 0 234 67 36 301 0 0 0 0 0 83 739 822 Total 0 790 400 0 1190 226 0 450 194 676 0 915 246 162 1161 0 0 0 0 0 356 3027 3383 Grand Total 0 1622 825 0 2447 445 0 861 363 1306 0 1994 519 344 2513 0 0 0 0 0 707 6266 6973 Apprch %0 66.3 33.7 34.1 0 65.9 0 79.3 20.7 0 0 0 Total %0 25.9 13.2 39.1 7.1 0 13.7 20.8 0 31.8 8.3 40.1 0 0 0 0 10.1 89.9 Passenger Vehicles 0 1534 795 2329 386 0 800 1535 0 1924 472 2717 0 0 0 0 0 0 6581 % Passenger Vehicles 0 94.6 96.4 0 95.2 86.7 0 92.9 96.1 92 0 96.5 90.9 93.3 95.1 0 0 0 0 0 0 0 94.4 Large 2 Axle Vehicles 0 21 14 35 14 0 22 44 0 29 7 40 0 0 0 0 0 0 119 % Large 2 Axle Vehicles 0 1.3 1.7 0 1.4 3.1 0 2.6 2.2 2.6 0 1.5 1.3 1.2 1.4 0 0 0 0 0 0 0 1.7 3 Axle Vehicles 0 21 6 27 6 0 14 22 0 23 12 41 0 0 0 0 0 0 90 % 3 Axle Vehicles 0 1.3 0.7 0 1.1 1.3 0 1.6 0.6 1.3 0 1.2 2.3 1.7 1.4 0 0 0 0 0 0 0 1.3 4+ Axle Trucks 0 46 10 56 39 0 25 68 0 18 28 59 0 0 0 0 0 0 183 % 4+ Axle Trucks 0 2.8 1.2 0 2.3 8.8 0 2.9 1.1 4.1 0 0.9 5.4 3.8 2.1 0 0 0 0 0 0 0 2.6 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 210 111 321 41 0 86 127 0 316 78 394 0 0 0 0 842 04:15 PM 0 227 103 330 66 0 101 167 0 269 70 339 0 0 0 0 836 04:30 PM 0 188 100 288 60 0 118 178 0 277 70 347 0 0 0 0 813 04:45 PM 0 207 111 318 52 0 106 158 0 217 55 272 0 0 0 0 748 Total Volume 0 832 425 1257 219 0 411 630 0 1079 273 1352 0 0 0 0 3239 % App. Total 0 66.2 33.8 34.8 0 65.2 0 79.8 20.2 0 0 0 PHF .000 .916 .957 .952 .830 .000 .871 .885 .000 .854 .875 .858 .000 .000 .000 .000 .962 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-16 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 425 Thru 832 Left 0 InOut Total 1490 1257 2747 Right411 Thru0 Left219 OutTotalIn273 630 903 Left 0 Thru 1079 Right 273 Out TotalIn 1051 1352 2403 Left0 Thru0 Right0 TotalOutIn425 0 425 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-17 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 04:00 PM +0 mins.0 210 111 321 51 0 101 152 0 316 78 394 0 0 0 0 +15 mins.0 227 103 330 39 0 125 164 0 269 70 339 0 0 0 0 +30 mins.0 188 100 288 71 0 108 179 0 277 70 347 0 0 0 0 +45 mins.0 207 111 318 65 0 116 181 0 217 55 272 0 0 0 0 Total Volume 0 832 425 1257 226 0 450 676 0 1079 273 1352 0 0 0 0 % App. Total 0 66.2 33.8 33.4 0 66.6 0 79.8 20.2 0 0 0 PHF .000 .916 .957 .952 .796 .000 .900 .934 .000 .854 .875 .858 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-18 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 196 106 0 302 36 0 77 35 113 0 310 70 38 380 0 0 0 0 0 73 795 868 04:15 PM 0 218 98 0 316 53 0 93 34 146 0 257 64 56 321 0 0 0 0 0 90 783 873 04:30 PM 0 176 96 0 272 52 0 109 38 161 0 265 61 44 326 0 0 0 0 0 82 759 841 04:45 PM 0 196 107 0 303 47 0 99 55 146 0 210 50 31 260 0 0 0 0 0 86 709 795 Total 0 786 407 0 1193 188 0 378 162 566 0 1042 245 169 1287 0 0 0 0 0 331 3046 3377 05:00 PM 0 184 107 0 291 42 0 93 48 135 0 214 61 39 275 0 0 0 0 0 87 701 788 05:15 PM 0 196 113 0 309 32 0 121 53 153 0 232 47 36 279 0 0 0 0 0 89 741 830 05:30 PM 0 195 96 0 291 66 0 101 41 167 0 209 59 45 268 0 0 0 0 0 86 726 812 05:45 PM 0 173 72 0 245 58 0 107 45 165 0 227 60 32 287 0 0 0 0 0 77 697 774 Total 0 748 388 0 1136 198 0 422 187 620 0 882 227 152 1109 0 0 0 0 0 339 2865 3204 Grand Total 0 1534 795 0 2329 386 0 800 349 1186 0 1924 472 321 2396 0 0 0 0 0 670 5911 6581 Apprch %0 65.9 34.1 32.5 0 67.5 0 80.3 19.7 0 0 0 Total %0 26 13.4 39.4 6.5 0 13.5 20.1 0 32.5 8 40.5 0 0 0 0 10.2 89.8 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 196 106 302 36 0 77 113 0 310 70 380 0 0 0 0 795 04:15 PM 0 218 98 316 53 0 93 146 0 257 64 321 0 0 0 0 783 04:30 PM 0 176 96 272 52 0 109 161 0 265 61 326 0 0 0 0 759 04:45 PM 0 196 107 303 47 0 99 146 0 210 50 260 0 0 0 0 709 Total Volume 0 786 407 1193 188 0 378 566 0 1042 245 1287 0 0 0 0 3046 % App. Total 0 65.9 34.1 33.2 0 66.8 0 81 19 0 0 0 PHF .000 .901 .951 .944 .887 .000 .867 .879 .000 .840 .875 .847 .000 .000 .000 .000 .958 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-19 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 407 Thru 786 Left 0 InOut Total 1420 1193 2613 Right378 Thru0 Left188 OutTotalIn245 566 811 Left 0 Thru 1042 Right 245 Out TotalIn 974 1287 2261 Left0 Thru0 Right0 TotalOutIn407 0 407 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-20 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 196 106 302 36 0 77 113 0 310 70 380 0 0 0 0 +15 mins.0 218 98 316 53 0 93 146 0 257 64 321 0 0 0 0 +30 mins.0 176 96 272 52 0 109 161 0 265 61 326 0 0 0 0 +45 mins.0 196 107 303 47 0 99 146 0 210 50 260 0 0 0 0 Total Volume 0 786 407 1193 188 0 378 566 0 1042 245 1287 0 0 0 0 % App. Total 0 65.9 34.1 33.2 0 66.8 0 81 19 0 0 0 PHF .000 .901 .951 .944 .887 .000 .867 .879 .000 .840 .875 .847 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-21 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 5 3 0 8 0 0 2 0 2 0 0 6 4 6 0 0 0 0 0 4 16 20 04:15 PM 0 5 1 0 6 2 0 1 1 3 0 6 0 0 6 0 0 0 0 0 1 15 16 04:30 PM 0 1 2 0 3 2 0 3 1 5 0 6 0 0 6 0 0 0 0 0 1 14 15 04:45 PM 0 1 3 0 4 2 0 4 1 6 0 5 1 0 6 0 0 0 0 0 1 16 17 Total 0 12 9 0 21 6 0 10 3 16 0 17 7 4 24 0 0 0 0 0 7 61 68 05:00 PM 0 0 1 0 1 4 0 5 1 9 0 5 0 0 5 0 0 0 0 0 1 15 16 05:15 PM 0 2 1 0 3 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 0 7 7 05:30 PM 0 3 1 0 4 2 0 2 2 4 0 4 0 0 4 0 0 0 0 0 2 12 14 05:45 PM 0 4 2 0 6 1 0 4 2 5 0 1 0 0 1 0 0 0 0 0 2 12 14 Total 0 9 5 0 14 8 0 12 5 20 0 12 0 0 12 0 0 0 0 0 5 46 51 Grand Total 0 21 14 0 35 14 0 22 8 36 0 29 7 4 36 0 0 0 0 0 12 107 119 Apprch %0 60 40 38.9 0 61.1 0 80.6 19.4 0 0 0 Total %0 19.6 13.1 32.7 13.1 0 20.6 33.6 0 27.1 6.5 33.6 0 0 0 0 10.1 89.9 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 3 8 0 0 2 2 0 0 6 6 0 0 0 0 16 04:15 PM 0 5 1 6 2 0 1 3 0 6 0 6 0 0 0 0 15 04:30 PM 0 1 2 3 2 0 3 5 0 6 0 6 0 0 0 0 14 04:45 PM 0 1 3 4 2 0 4 6 0 5 1 6 0 0 0 0 16 Total Volume 0 12 9 21 6 0 10 16 0 17 7 24 0 0 0 0 61 % App. Total 0 57.1 42.9 37.5 0 62.5 0 70.8 29.2 0 0 0 PHF .000 .600 .750 .656 .750 .000 .625 .667 .000 .708 .292 1.00 .000 .000 .000 .000 .953 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-22 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 9 Thru 12 Left 0 InOut Total 27 21 48 Right10 Thru0 Left6 OutTotalIn7 16 23 Left 0 Thru 17 Right 7 Out TotalIn 18 24 42 Left0 Thru0 Right0 TotalOutIn9 0 9 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-23 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 5 3 8 0 0 2 2 0 0 6 6 0 0 0 0 +15 mins.0 5 1 6 2 0 1 3 0 6 0 6 0 0 0 0 +30 mins.0 1 2 3 2 0 3 5 0 6 0 6 0 0 0 0 +45 mins.0 1 3 4 2 0 4 6 0 5 1 6 0 0 0 0 Total Volume 0 12 9 21 6 0 10 16 0 17 7 24 0 0 0 0 % App. Total 0 57.1 42.9 37.5 0 62.5 0 70.8 29.2 0 0 0 PHF .000 .600 .750 .656 .750 .000 .625 .667 .000 .708 .292 1.000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-24 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 4 1 0 5 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 0 8 8 04:15 PM 0 2 1 0 3 1 0 5 1 6 0 4 3 2 7 0 0 0 0 0 3 16 19 04:30 PM 0 3 1 0 4 2 0 1 0 3 0 3 3 1 6 0 0 0 0 0 1 13 14 04:45 PM 0 3 0 0 3 0 0 1 0 1 0 0 3 1 3 0 0 0 0 0 1 7 8 Total 0 12 3 0 15 3 0 8 1 11 0 9 9 4 18 0 0 0 0 0 5 44 49 05:00 PM 0 2 1 0 3 1 0 1 0 2 0 3 2 1 5 0 0 0 0 0 1 10 11 05:15 PM 0 5 2 0 7 1 0 2 0 3 0 2 0 0 2 0 0 0 0 0 0 12 12 05:30 PM 0 0 0 0 0 1 0 2 1 3 0 3 0 0 3 0 0 0 0 0 1 6 7 05:45 PM 0 2 0 0 2 0 0 1 0 1 0 6 1 1 7 0 0 0 0 0 1 10 11 Total 0 9 3 0 12 3 0 6 1 9 0 14 3 2 17 0 0 0 0 0 3 38 41 Grand Total 0 21 6 0 27 6 0 14 2 20 0 23 12 6 35 0 0 0 0 0 8 82 90 Apprch %0 77.8 22.2 30 0 70 0 65.7 34.3 0 0 0 Total %0 25.6 7.3 32.9 7.3 0 17.1 24.4 0 28 14.6 42.7 0 0 0 0 8.9 91.1 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 4 1 5 0 0 1 1 0 2 0 2 0 0 0 0 8 04:15 PM 0 2 1 3 1 0 5 6 0 4 3 7 0 0 0 0 16 04:30 PM 0 3 1 4 2 0 1 3 0 3 3 6 0 0 0 0 13 04:45 PM 0 3 0 3 0 0 1 1 0 0 3 3 0 0 0 0 7 Total Volume 0 12 3 15 3 0 8 11 0 9 9 18 0 0 0 0 44 % App. Total 0 80 20 27.3 0 72.7 0 50 50 0 0 0 PHF .000 .750 .750 .750 .375 .000 .400 .458 .000 .563 .750 .643 .000 .000 .000 .000 .688 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-25 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 3 Thru 12 Left 0 InOut Total 17 15 32 Right8 Thru0 Left3 OutTotalIn9 11 20 Left 0 Thru 9 Right 9 Out TotalIn 15 18 33 Left0 Thru0 Right0 TotalOutIn3 0 3 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-26 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 4 1 5 0 0 1 1 0 2 0 2 0 0 0 0 +15 mins.0 2 1 3 1 0 5 6 0 4 3 7 0 0 0 0 +30 mins.0 3 1 4 2 0 1 3 0 3 3 6 0 0 0 0 +45 mins.0 3 0 3 0 0 1 1 0 0 3 3 0 0 0 0 Total Volume 0 12 3 15 3 0 8 11 0 9 9 18 0 0 0 0 % App. Total 0 80 20 27.3 0 72.7 0 50 50 0 0 0 PHF .000 .750 .750 .750 .375 .000 .400 .458 .000 .563 .750 .643 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-27 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 5 1 0 6 5 0 6 1 11 0 4 2 1 6 0 0 0 0 0 2 23 25 04:15 PM 0 2 3 0 5 10 0 2 0 12 0 2 3 3 5 0 0 0 0 0 3 22 25 04:30 PM 0 8 1 0 9 4 0 5 1 9 0 3 6 1 9 0 0 0 0 0 2 27 29 04:45 PM 0 7 1 0 8 3 0 2 1 5 0 2 1 0 3 0 0 0 0 0 1 16 17 Total 0 22 6 0 28 22 0 15 3 37 0 11 12 5 23 0 0 0 0 0 8 88 96 05:00 PM 0 5 1 0 6 4 0 2 1 6 0 2 3 0 5 0 0 0 0 0 1 17 18 05:15 PM 0 7 1 0 8 5 0 1 0 6 0 4 2 1 6 0 0 0 0 0 1 20 21 05:30 PM 0 8 2 0 10 2 0 3 0 5 0 1 5 4 6 0 0 0 0 0 4 21 25 05:45 PM 0 4 0 0 4 6 0 4 0 10 0 0 6 3 6 0 0 0 0 0 3 20 23 Total 0 24 4 0 28 17 0 10 1 27 0 7 16 8 23 0 0 0 0 0 9 78 87 Grand Total 0 46 10 0 56 39 0 25 4 64 0 18 28 13 46 0 0 0 0 0 17 166 183 Apprch %0 82.1 17.9 60.9 0 39.1 0 39.1 60.9 0 0 0 Total %0 27.7 6 33.7 23.5 0 15.1 38.6 0 10.8 16.9 27.7 0 0 0 0 9.3 90.7 Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 5 1 6 5 0 6 11 0 4 2 6 0 0 0 0 23 04:15 PM 0 2 3 5 10 0 2 12 0 2 3 5 0 0 0 0 22 04:30 PM 0 8 1 9 4 0 5 9 0 3 6 9 0 0 0 0 27 04:45 PM 0 7 1 8 3 0 2 5 0 2 1 3 0 0 0 0 16 Total Volume 0 22 6 28 22 0 15 37 0 11 12 23 0 0 0 0 88 % App. Total 0 78.6 21.4 59.5 0 40.5 0 47.8 52.2 0 0 0 PHF .000 .688 .500 .778 .550 .000 .625 .771 .000 .688 .500 .639 .000 .000 .000 .000 .815 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-28 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue I-10 Westbound On Ramp I-10 Westbound Ramps Citrus Avenue Right 6 Thru 22 Left 0 InOut Total 26 28 54 Right15 Thru0 Left22 OutTotalIn12 37 49 Left 0 Thru 11 Right 12 Out TotalIn 44 23 67 Left0 Thru0 Right0 TotalOutIn6 0 6 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-29 File Name : 01_FON_Citrus_10W PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Westbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Westbound Ramps Westbound Citrus Avenue Northbound I-10 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 5 1 6 5 0 6 11 0 4 2 6 0 0 0 0 +15 mins.0 2 3 5 10 0 2 12 0 2 3 5 0 0 0 0 +30 mins.0 8 1 9 4 0 5 9 0 3 6 9 0 0 0 0 +45 mins.0 7 1 8 3 0 2 5 0 2 1 3 0 0 0 0 Total Volume 0 22 6 28 22 0 15 37 0 11 12 23 0 0 0 0 % App. Total 0 78.6 21.4 59.5 0 40.5 0 47.8 52.2 0 0 0 PHF .000 .688 .500 .778 .550 .000 .625 .771 .000 .688 .500 .639 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-30 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 00000 01001 01001 04004 05005 00000 00000 00000 0110 011 North Leg East Leg South Leg West Leg Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 00000 00000 00000 00000 00000 00000 00000 00000 00000 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Citrus Avenue I‐10 WB Ramps PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-31 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 010000000000 1 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 010000000000 1 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000010000 1 000000000000 0 000000010000 1 I‐10 WB Ramps TOTAL VOLUMES: Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue I‐10 WB Ramps Citrus Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound I‐10 WB Ramps Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-32 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 117 132 0 0 249 0 0 0 0 0 0 115 56 7 171 85 0 83 41 168 48 588 636 07:15 AM 134 144 0 0 278 0 0 0 0 0 0 132 63 21 195 59 1 82 46 142 67 615 682 07:30 AM 141 146 0 0 287 0 0 0 0 0 0 131 69 28 200 81 0 65 34 146 62 633 695 07:45 AM 127 264 0 0 391 0 0 0 0 0 0 119 77 30 196 85 1 79 30 165 60 752 812 Total 519 686 0 0 1205 0 0 0 0 0 0 497 265 86 762 310 2 309 151 621 237 2588 2825 08:00 AM 116 228 0 0 344 0 0 0 0 0 0 148 70 13 218 77 3 78 33 158 46 720 766 08:15 AM 105 217 0 0 322 0 0 0 0 0 0 180 56 12 236 72 1 68 21 141 33 699 732 08:30 AM 85 131 0 0 216 0 0 0 0 0 0 149 62 13 211 58 2 61 34 121 47 548 595 08:45 AM 86 123 0 0 209 0 0 0 0 0 0 111 50 18 161 79 2 56 29 137 47 507 554 Total 392 699 0 0 1091 0 0 0 0 0 0 588 238 56 826 286 8 263 117 557 173 2474 2647 Grand Total 911 1385 0 0 2296 0 0 0 0 0 0 1085 503 142 1588 596 10 572 268 1178 410 5062 5472 Apprch %39.7 60.3 0 0 0 0 0 68.3 31.7 50.6 0.8 48.6 Total %18 27.4 0 45.4 0 0 0 0 0 21.4 9.9 31.4 11.8 0.2 11.3 23.3 7.5 92.5 Passenger Vehicles 812 1263 0 2075 0 0 0 0 0 937 415 1478 557 8 496 1300 0 0 4853 % Passenger Vehicles 89.1 91.2 0 0 90.4 0 0 0 0 0 0 86.4 82.5 88.7 85.4 93.5 80 86.7 89.2 89.9 0 0 88.7 Large 2 Axle Vehicles 49 45 0 94 0 0 0 0 0 43 21 68 21 2 16 46 0 0 208 % Large 2 Axle Vehicles 5.4 3.2 0 0 4.1 0 0 0 0 0 0 4 4.2 2.8 3.9 3.5 20 2.8 2.6 3.2 0 0 3.8 3 Axle Vehicles 18 20 0 38 0 0 0 0 0 32 9 44 5 0 14 25 0 0 107 % 3 Axle Vehicles 2 1.4 0 0 1.7 0 0 0 0 0 0 2.9 1.8 2.1 2.5 0.8 0 2.4 2.2 1.7 0 0 2 4+ Axle Trucks 32 57 0 89 0 0 0 0 0 73 58 140 13 0 46 75 0 0 304 % 4+ Axle Trucks 3.5 4.1 0 0 3.9 0 0 0 0 0 0 6.7 11.5 6.3 8.1 2.2 0 8 6 5.2 0 0 5.6 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 141 146 0 287 0 0 0 0 0 131 69 200 81 0 65 146 633 07:45 AM 127 264 0 391 0 0 0 0 0 119 77 196 85 1 79 165 752 08:00 AM 116 228 0 344 0 0 0 0 0 148 70 218 77 3 78 158 720 08:15 AM 105 217 0 322 0 0 0 0 0 180 56 236 72 1 68 141 699 Total Volume 489 855 0 1344 0 0 0 0 0 578 272 850 315 5 290 610 2804 % App. Total 36.4 63.6 0 0 0 0 0 68 32 51.6 0.8 47.5 PHF .867 .810 .000 .859 .000 .000 .000 .000 .000 .803 .883 .900 .926 .417 .918 .924 .932 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-33 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 855 Left 489 InOut Total 893 1344 2237 Right0 Thru0 Left0 OutTotalIn766 0 766 Left 0 Thru 578 Right 272 Out TotalIn 1145 850 1995 Left315 Thru5 Right290 TotalOutIn0 610 610 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-34 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 07:45 AM 07:00 AM +0 mins.141 146 0 287 0 0 0 0 0 119 77 196 85 0 83 168 +15 mins.127 264 0 391 0 0 0 0 0 148 70 218 59 1 82 142 +30 mins.116 228 0 344 0 0 0 0 0 180 56 236 81 0 65 146 +45 mins.105 217 0 322 0 0 0 0 0 149 62 211 85 1 79 165 Total Volume 489 855 0 1344 0 0 0 0 0 596 265 861 310 2 309 621 % App. Total 36.4 63.6 0 0 0 0 0 69.2 30.8 49.9 0.3 49.8 PHF .867 .810 .000 .859 .000 .000 .000 .000 .000 .828 .860 .912 .912 .500 .931 .924 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-35 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 107 121 0 0 228 0 0 0 0 0 0 106 47 7 153 80 0 77 41 157 48 538 586 07:15 AM 121 134 0 0 255 0 0 0 0 0 0 113 50 15 163 57 1 73 41 131 56 549 605 07:30 AM 125 132 0 0 257 0 0 0 0 0 0 119 54 28 173 75 0 57 28 132 56 562 618 07:45 AM 116 252 0 0 368 0 0 0 0 0 0 109 65 25 174 80 1 67 28 148 53 690 743 Total 469 639 0 0 1108 0 0 0 0 0 0 447 216 75 663 292 2 274 138 568 213 2339 2552 08:00 AM 105 209 0 0 314 0 0 0 0 0 0 117 61 11 178 73 3 67 29 143 40 635 675 08:15 AM 91 197 0 0 288 0 0 0 0 0 0 161 45 11 206 66 1 61 20 128 31 622 653 08:30 AM 72 108 0 0 180 0 0 0 0 0 0 129 51 12 180 51 1 48 27 100 39 460 499 08:45 AM 75 110 0 0 185 0 0 0 0 0 0 83 42 17 125 75 1 46 25 122 42 432 474 Total 343 624 0 0 967 0 0 0 0 0 0 490 199 51 689 265 6 222 101 493 152 2149 2301 Grand Total 812 1263 0 0 2075 0 0 0 0 0 0 937 415 126 1352 557 8 496 239 1061 365 4488 4853 Apprch %39.1 60.9 0 0 0 0 0 69.3 30.7 52.5 0.8 46.7 Total %18.1 28.1 0 46.2 0 0 0 0 0 20.9 9.2 30.1 12.4 0.2 11.1 23.6 7.5 92.5 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 125 132 0 257 0 0 0 0 0 119 54 173 75 0 57 132 562 07:45 AM 116 252 0 368 0 0 0 0 0 109 65 174 80 1 67 148 690 08:00 AM 105 209 0 314 0 0 0 0 0 117 61 178 73 3 67 143 635 08:15 AM 91 197 0 288 0 0 0 0 0 161 45 206 66 1 61 128 622 Total Volume 437 790 0 1227 0 0 0 0 0 506 225 731 294 5 252 551 2509 % App. Total 35.6 64.4 0 0 0 0 0 69.2 30.8 53.4 0.9 45.7 PHF .874 .784 .000 .834 .000 .000 .000 .000 .000 .786 .865 .887 .919 .417 .940 .931 .909 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-36 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 790 Left 437 InOut Total 800 1227 2027 Right0 Thru0 Left0 OutTotalIn667 0 667 Left 0 Thru 506 Right 225 Out TotalIn 1042 731 1773 Left294 Thru5 Right252 TotalOutIn0 551 551 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-37 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.125 132 0 257 0 0 0 0 0 119 54 173 75 0 57 132 +15 mins.116 252 0 368 0 0 0 0 0 109 65 174 80 1 67 148 +30 mins.105 209 0 314 0 0 0 0 0 117 61 178 73 3 67 143 +45 mins.91 197 0 288 0 0 0 0 0 161 45 206 66 1 61 128 Total Volume 437 790 0 1227 0 0 0 0 0 506 225 731 294 5 252 551 % App. Total 35.6 64.4 0 0 0 0 0 69.2 30.8 53.4 0.9 45.7 PHF .874 .784 .000 .834 .000 .000 .000 .000 .000 .786 .865 .887 .919 .417 .940 .931 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-38 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 5 5 0 0 10 0 0 0 0 0 0 1 1 0 2 2 0 1 0 3 0 15 15 07:15 AM 4 4 0 0 8 0 0 0 0 0 0 8 3 2 11 1 0 2 1 3 3 22 25 07:30 AM 9 2 0 0 11 0 0 0 0 0 0 2 4 0 6 4 0 0 0 4 0 21 21 07:45 AM 5 5 0 0 10 0 0 0 0 0 0 4 4 2 8 3 0 4 0 7 2 25 27 Total 23 16 0 0 39 0 0 0 0 0 0 15 12 4 27 10 0 7 1 17 5 83 88 08:00 AM 4 5 0 0 9 0 0 0 0 0 0 8 3 0 11 2 0 1 0 3 0 23 23 08:15 AM 9 8 0 0 17 0 0 0 0 0 0 4 2 0 6 3 0 2 1 5 1 28 29 08:30 AM 8 9 0 0 17 0 0 0 0 0 0 6 1 0 7 4 1 3 3 8 3 32 35 08:45 AM 5 7 0 0 12 0 0 0 0 0 0 10 3 0 13 2 1 3 2 6 2 31 33 Total 26 29 0 0 55 0 0 0 0 0 0 28 9 0 37 11 2 9 6 22 6 114 120 Grand Total 49 45 0 0 94 0 0 0 0 0 0 43 21 4 64 21 2 16 7 39 11 197 208 Apprch %52.1 47.9 0 0 0 0 0 67.2 32.8 53.8 5.1 41 Total %24.9 22.8 0 47.7 0 0 0 0 0 21.8 10.7 32.5 10.7 1 8.1 19.8 5.3 94.7 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 9 2 0 11 0 0 0 0 0 2 4 6 4 0 0 4 21 07:45 AM 5 5 0 10 0 0 0 0 0 4 4 8 3 0 4 7 25 08:00 AM 4 5 0 9 0 0 0 0 0 8 3 11 2 0 1 3 23 08:15 AM 9 8 0 17 0 0 0 0 0 4 2 6 3 0 2 5 28 Total Volume 27 20 0 47 0 0 0 0 0 18 13 31 12 0 7 19 97 % App. Total 57.4 42.6 0 0 0 0 0 58.1 41.9 63.2 0 36.8 PHF .750 .625 .000 .691 .000 .000 .000 .000 .000 .563 .813 .705 .750 .000 .438 .679 .866 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-39 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 20 Left 27 InOut Total 30 47 77 Right0 Thru0 Left0 OutTotalIn40 0 40 Left 0 Thru 18 Right 13 Out TotalIn 27 31 58 Left12 Thru0 Right7 TotalOutIn0 19 19 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-40 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.9 2 0 11 0 0 0 0 0 2 4 6 4 0 0 4 +15 mins.5 5 0 10 0 0 0 0 0 4 4 8 3 0 4 7 +30 mins.4 5 0 9 0 0 0 0 0 8 3 11 2 0 1 3 +45 mins.9 8 0 17 0 0 0 0 0 4 2 6 3 0 2 5 Total Volume 27 20 0 47 0 0 0 0 0 18 13 31 12 0 7 19 % App. Total 57.4 42.6 0 0 0 0 0 58.1 41.9 63.2 0 36.8 PHF .750 .625 .000 .691 .000 .000 .000 .000 .000 .563 .813 .705 .750 .000 .438 .679 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-41 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 1 0 0 0 1 0 5 5 07:15 AM 3 3 0 0 6 0 0 0 0 0 0 4 2 2 6 0 0 1 0 1 2 13 15 07:30 AM 2 6 0 0 8 0 0 0 0 0 0 1 0 0 1 0 0 2 1 2 1 11 12 07:45 AM 3 0 0 0 3 0 0 0 0 0 0 3 2 1 5 1 0 2 1 3 2 11 13 Total 8 9 0 0 17 0 0 0 0 0 0 10 6 3 16 2 0 5 2 7 5 40 45 08:00 AM 3 2 0 0 5 0 0 0 0 0 0 10 0 0 10 0 0 4 3 4 3 19 22 08:15 AM 2 3 0 0 5 0 0 0 0 0 0 4 2 0 6 1 0 2 0 3 0 14 14 08:30 AM 3 3 0 0 6 0 0 0 0 0 0 5 1 0 6 1 0 1 0 2 0 14 14 08:45 AM 2 3 0 0 5 0 0 0 0 0 0 3 0 0 3 1 0 2 1 3 1 11 12 Total 10 11 0 0 21 0 0 0 0 0 0 22 3 0 25 3 0 9 4 12 4 58 62 Grand Total 18 20 0 0 38 0 0 0 0 0 0 32 9 3 41 5 0 14 6 19 9 98 107 Apprch %47.4 52.6 0 0 0 0 0 78 22 26.3 0 73.7 Total %18.4 20.4 0 38.8 0 0 0 0 0 32.7 9.2 41.8 5.1 0 14.3 19.4 8.4 91.6 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 6 0 8 0 0 0 0 0 1 0 1 0 0 2 2 11 07:45 AM 3 0 0 3 0 0 0 0 0 3 2 5 1 0 2 3 11 08:00 AM 3 2 0 5 0 0 0 0 0 10 0 10 0 0 4 4 19 08:15 AM 2 3 0 5 0 0 0 0 0 4 2 6 1 0 2 3 14 Total Volume 10 11 0 21 0 0 0 0 0 18 4 22 2 0 10 12 55 % App. Total 47.6 52.4 0 0 0 0 0 81.8 18.2 16.7 0 83.3 PHF .833 .458 .000 .656 .000 .000 .000 .000 .000 .450 .500 .550 .500 .000 .625 .750 .724 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-42 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 11 Left 10 InOut Total 20 21 41 Right0 Thru0 Left0 OutTotalIn14 0 14 Left 0 Thru 18 Right 4 Out TotalIn 21 22 43 Left2 Thru0 Right10 TotalOutIn0 12 12 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-43 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.2 6 0 8 0 0 0 0 0 1 0 1 0 0 2 2 +15 mins.3 0 0 3 0 0 0 0 0 3 2 5 1 0 2 3 +30 mins.3 2 0 5 0 0 0 0 0 10 0 10 0 0 4 4 +45 mins.2 3 0 5 0 0 0 0 0 4 2 6 1 0 2 3 Total Volume 10 11 0 21 0 0 0 0 0 18 4 22 2 0 10 12 % App. Total 47.6 52.4 0 0 0 0 0 81.8 18.2 16.7 0 83.3 PHF .833 .458 .000 .656 .000 .000 .000 .000 .000 .450 .500 .550 .500 .000 .625 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-44 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 5 6 0 0 11 0 0 0 0 0 0 6 6 0 12 2 0 5 0 7 0 30 30 07:15 AM 6 3 0 0 9 0 0 0 0 0 0 7 8 2 15 1 0 6 4 7 6 31 37 07:30 AM 5 6 0 0 11 0 0 0 0 0 0 9 11 0 20 2 0 6 5 8 5 39 44 07:45 AM 3 7 0 0 10 0 0 0 0 0 0 3 6 2 9 1 0 6 1 7 3 26 29 Total 19 22 0 0 41 0 0 0 0 0 0 25 31 4 56 6 0 23 10 29 14 126 140 08:00 AM 4 12 0 0 16 0 0 0 0 0 0 13 6 2 19 2 0 6 1 8 3 43 46 08:15 AM 3 9 0 0 12 0 0 0 0 0 0 11 7 1 18 2 0 3 0 5 1 35 36 08:30 AM 2 11 0 0 13 0 0 0 0 0 0 9 9 1 18 2 0 9 4 11 5 42 47 08:45 AM 4 3 0 0 7 0 0 0 0 0 0 15 5 1 20 1 0 5 1 6 2 33 35 Total 13 35 0 0 48 0 0 0 0 0 0 48 27 5 75 7 0 23 6 30 11 153 164 Grand Total 32 57 0 0 89 0 0 0 0 0 0 73 58 9 131 13 0 46 16 59 25 279 304 Apprch %36 64 0 0 0 0 0 55.7 44.3 22 0 78 Total %11.5 20.4 0 31.9 0 0 0 0 0 26.2 20.8 47 4.7 0 16.5 21.1 8.2 91.8 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 5 6 0 11 0 0 0 0 0 9 11 20 2 0 6 8 39 07:45 AM 3 7 0 10 0 0 0 0 0 3 6 9 1 0 6 7 26 08:00 AM 4 12 0 16 0 0 0 0 0 13 6 19 2 0 6 8 43 08:15 AM 3 9 0 12 0 0 0 0 0 11 7 18 2 0 3 5 35 Total Volume 15 34 0 49 0 0 0 0 0 36 30 66 7 0 21 28 143 % App. Total 30.6 69.4 0 0 0 0 0 54.5 45.5 25 0 75 PHF .750 .708 .000 .766 .000 .000 .000 .000 .000 .692 .682 .825 .875 .000 .875 .875 .831 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-45 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 34 Left 15 InOut Total 43 49 92 Right0 Thru0 Left0 OutTotalIn45 0 45 Left 0 Thru 36 Right 30 Out TotalIn 55 66 121 Left7 Thru0 Right21 TotalOutIn0 28 28 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-46 File Name : 02_FON_Citrus_10E AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.5 6 0 11 0 0 0 0 0 9 11 20 2 0 6 8 +15 mins.3 7 0 10 0 0 0 0 0 3 6 9 1 0 6 7 +30 mins.4 12 0 16 0 0 0 0 0 13 6 19 2 0 6 8 +45 mins.3 9 0 12 0 0 0 0 0 11 7 18 2 0 3 5 Total Volume 15 34 0 49 0 0 0 0 0 36 30 66 7 0 21 28 % App. Total 30.6 69.4 0 0 0 0 0 54.5 45.5 25 0 75 PHF .750 .708 .000 .766 .000 .000 .000 .000 .000 .692 .682 .825 .875 .000 .875 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-47 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 126 125 0 0 251 0 0 0 0 0 0 293 145 59 438 104 2 29 8 135 67 824 891 04:15 PM 134 164 0 0 298 0 0 0 0 0 0 233 133 29 366 109 0 39 25 148 54 812 866 04:30 PM 126 121 0 0 247 0 0 0 0 0 0 220 126 56 346 122 1 46 32 169 88 762 850 04:45 PM 129 136 0 0 265 0 0 0 0 0 0 177 116 29 293 90 0 38 13 128 42 686 728 Total 515 546 0 0 1061 0 0 0 0 0 0 923 520 173 1443 425 3 152 78 580 251 3084 3335 05:00 PM 116 125 0 0 241 0 0 0 0 0 0 201 118 44 319 99 1 40 20 140 64 700 764 05:15 PM 126 132 0 0 258 0 0 0 0 0 0 190 115 45 305 103 0 43 18 146 63 709 772 05:30 PM 105 172 0 0 277 0 0 0 0 0 0 196 89 23 285 91 0 58 25 149 48 711 759 05:45 PM 102 149 0 0 251 0 0 0 0 0 0 186 74 23 260 108 1 81 27 190 50 701 751 Total 449 578 0 0 1027 0 0 0 0 0 0 773 396 135 1169 401 2 222 90 625 225 2821 3046 Grand Total 964 1124 0 0 2088 0 0 0 0 0 0 1696 916 308 2612 826 5 374 168 1205 476 5905 6381 Apprch %46.2 53.8 0 0 0 0 0 64.9 35.1 68.5 0.4 31 Total %16.3 19 0 35.4 0 0 0 0 0 28.7 15.5 44.2 14 0.1 6.3 20.4 7.5 92.5 Passenger Vehicles 891 1026 0 1917 0 0 0 0 0 1608 852 2751 788 3 321 1259 0 0 5927 % Passenger Vehicles 92.4 91.3 0 0 91.8 0 0 0 0 0 0 94.8 93 94.5 94.2 95.4 60 85.8 87.5 91.7 0 0 92.9 Large 2 Axle Vehicles 22 34 0 56 0 0 0 0 0 25 23 53 22 2 11 44 0 0 153 % Large 2 Axle Vehicles 2.3 3 0 0 2.7 0 0 0 0 0 0 1.5 2.5 1.6 1.8 2.7 40 2.9 5.4 3.2 0 0 2.4 3 Axle Vehicles 13 13 0 26 0 0 0 0 0 27 11 41 6 0 8 19 0 0 86 % 3 Axle Vehicles 1.3 1.2 0 0 1.2 0 0 0 0 0 0 1.6 1.2 1 1.4 0.7 0 2.1 3 1.4 0 0 1.3 4+ Axle Trucks 38 51 0 89 0 0 0 0 0 36 30 75 10 0 34 51 0 0 215 % 4+ Axle Trucks 3.9 4.5 0 0 4.3 0 0 0 0 0 0 2.1 3.3 2.9 2.6 1.2 0 9.1 4.2 3.7 0 0 3.4 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 126 125 0 251 0 0 0 0 0 293 145 438 104 2 29 135 824 04:15 PM 134 164 0 298 0 0 0 0 0 233 133 366 109 0 39 148 812 04:30 PM 126 121 0 247 0 0 0 0 0 220 126 346 122 1 46 169 762 04:45 PM 129 136 0 265 0 0 0 0 0 177 116 293 90 0 38 128 686 Total Volume 515 546 0 1061 0 0 0 0 0 923 520 1443 425 3 152 580 3084 % App. Total 48.5 51.5 0 0 0 0 0 64 36 73.3 0.5 26.2 PHF .961 .832 .000 .890 .000 .000 .000 .000 .000 .788 .897 .824 .871 .375 .826 .858 .936 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-48 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 546 Left 515 InOut Total 1348 1061 2409 Right0 Thru0 Left0 OutTotalIn1038 0 1038 Left 0 Thru 923 Right 520 Out TotalIn 698 1443 2141 Left425 Thru3 Right152 TotalOutIn0 580 580 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-49 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 05:00 PM +0 mins.126 125 0 251 0 0 0 0 0 293 145 438 99 1 40 140 +15 mins.134 164 0 298 0 0 0 0 0 233 133 366 103 0 43 146 +30 mins.126 121 0 247 0 0 0 0 0 220 126 346 91 0 58 149 +45 mins.129 136 0 265 0 0 0 0 0 177 116 293 108 1 81 190 Total Volume 515 546 0 1061 0 0 0 0 0 923 520 1443 401 2 222 625 % App. Total 48.5 51.5 0 0 0 0 0 64 36 64.2 0.3 35.5 PHF .961 .832 .000 .890 .000 .000 .000 .000 .000 .788 .897 .824 .928 .500 .685 .822 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-50 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Passenger Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 118 113 0 0 231 0 0 0 0 0 0 279 132 57 411 103 1 21 6 125 63 767 830 04:15 PM 125 145 0 0 270 0 0 0 0 0 0 219 121 26 340 102 0 29 19 131 45 741 786 04:30 PM 117 106 0 0 223 0 0 0 0 0 0 206 119 56 325 115 0 43 29 158 85 706 791 04:45 PM 118 125 0 0 243 0 0 0 0 0 0 169 108 26 277 85 0 30 11 115 37 635 672 Total 478 489 0 0 967 0 0 0 0 0 0 873 480 165 1353 405 1 123 65 529 230 2849 3079 05:00 PM 107 114 0 0 221 0 0 0 0 0 0 189 113 43 302 94 1 33 17 128 60 651 711 05:15 PM 114 122 0 0 236 0 0 0 0 0 0 186 110 42 296 96 0 38 16 134 58 666 724 05:30 PM 100 160 0 0 260 0 0 0 0 0 0 185 82 20 267 86 0 53 23 139 43 666 709 05:45 PM 92 141 0 0 233 0 0 0 0 0 0 175 67 21 242 107 1 74 26 182 47 657 704 Total 413 537 0 0 950 0 0 0 0 0 0 735 372 126 1107 383 2 198 82 583 208 2640 2848 Grand Total 891 1026 0 0 1917 0 0 0 0 0 0 1608 852 291 2460 788 3 321 147 1112 438 5489 5927 Apprch %46.5 53.5 0 0 0 0 0 65.4 34.6 70.9 0.3 28.9 Total %16.2 18.7 0 34.9 0 0 0 0 0 29.3 15.5 44.8 14.4 0.1 5.8 20.3 7.4 92.6 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 118 113 0 231 0 0 0 0 0 279 132 411 103 1 21 125 767 04:15 PM 125 145 0 270 0 0 0 0 0 219 121 340 102 0 29 131 741 04:30 PM 117 106 0 223 0 0 0 0 0 206 119 325 115 0 43 158 706 04:45 PM 118 125 0 243 0 0 0 0 0 169 108 277 85 0 30 115 635 Total Volume 478 489 0 967 0 0 0 0 0 873 480 1353 405 1 123 529 2849 % App. Total 49.4 50.6 0 0 0 0 0 64.5 35.5 76.6 0.2 23.3 PHF .956 .843 .000 .895 .000 .000 .000 .000 .000 .782 .909 .823 .880 .250 .715 .837 .929 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-51 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 489 Left 478 InOut Total 1278 967 2245 Right0 Thru0 Left0 OutTotalIn959 0 959 Left 0 Thru 873 Right 480 Out TotalIn 612 1353 1965 Left405 Thru1 Right123 TotalOutIn0 529 529 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-52 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.118 113 0 231 0 0 0 0 0 279 132 411 103 1 21 125 +15 mins.125 145 0 270 0 0 0 0 0 219 121 340 102 0 29 131 +30 mins.117 106 0 223 0 0 0 0 0 206 119 325 115 0 43 158 +45 mins.118 125 0 243 0 0 0 0 0 169 108 277 85 0 30 115 Total Volume 478 489 0 967 0 0 0 0 0 873 480 1353 405 1 123 529 % App. Total 49.4 50.6 0 0 0 0 0 64.5 35.5 76.6 0.2 23.3 PHF .956 .843 .000 .895 .000 .000 .000 .000 .000 .782 .909 .823 .880 .250 .715 .837 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-53 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 3 4 0 0 7 0 0 0 0 0 0 8 6 0 14 0 1 2 2 3 2 24 26 04:15 PM 4 5 0 0 9 0 0 0 0 0 0 4 7 2 11 4 0 3 2 7 4 27 31 04:30 PM 1 6 0 0 7 0 0 0 0 0 0 3 1 0 4 5 1 0 0 6 0 17 17 04:45 PM 3 6 0 0 9 0 0 0 0 0 0 2 2 0 4 4 0 2 2 6 2 19 21 Total 11 21 0 0 32 0 0 0 0 0 0 17 16 2 33 13 2 7 6 22 8 87 95 05:00 PM 4 4 0 0 8 0 0 0 0 0 0 4 2 0 6 3 0 2 2 5 2 19 21 05:15 PM 2 2 0 0 4 0 0 0 0 0 0 1 1 1 2 3 0 1 0 4 1 10 11 05:30 PM 0 5 0 0 5 0 0 0 0 0 0 2 1 1 3 3 0 0 0 3 1 11 12 05:45 PM 5 2 0 0 7 0 0 0 0 0 0 1 3 1 4 0 0 1 1 1 2 12 14 Total 11 13 0 0 24 0 0 0 0 0 0 8 7 3 15 9 0 4 3 13 6 52 58 Grand Total 22 34 0 0 56 0 0 0 0 0 0 25 23 5 48 22 2 11 9 35 14 139 153 Apprch %39.3 60.7 0 0 0 0 0 52.1 47.9 62.9 5.7 31.4 Total %15.8 24.5 0 40.3 0 0 0 0 0 18 16.5 34.5 15.8 1.4 7.9 25.2 9.2 90.8 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 3 4 0 7 0 0 0 0 0 8 6 14 0 1 2 3 24 04:15 PM 4 5 0 9 0 0 0 0 0 4 7 11 4 0 3 7 27 04:30 PM 1 6 0 7 0 0 0 0 0 3 1 4 5 1 0 6 17 04:45 PM 3 6 0 9 0 0 0 0 0 2 2 4 4 0 2 6 19 Total Volume 11 21 0 32 0 0 0 0 0 17 16 33 13 2 7 22 87 % App. Total 34.4 65.6 0 0 0 0 0 51.5 48.5 59.1 9.1 31.8 PHF .688 .875 .000 .889 .000 .000 .000 .000 .000 .531 .571 .589 .650 .500 .583 .786 .806 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-54 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 21 Left 11 InOut Total 30 32 62 Right0 Thru0 Left0 OutTotalIn29 0 29 Left 0 Thru 17 Right 16 Out TotalIn 28 33 61 Left13 Thru2 Right7 TotalOutIn0 22 22 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-55 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.3 4 0 7 0 0 0 0 0 8 6 14 0 1 2 3 +15 mins.4 5 0 9 0 0 0 0 0 4 7 11 4 0 3 7 +30 mins.1 6 0 7 0 0 0 0 0 3 1 4 5 1 0 6 +45 mins.3 6 0 9 0 0 0 0 0 2 2 4 4 0 2 6 Total Volume 11 21 0 32 0 0 0 0 0 17 16 33 13 2 7 22 % App. Total 34.4 65.6 0 0 0 0 0 51.5 48.5 59.1 9.1 31.8 PHF .688 .875 .000 .889 .000 .000 .000 .000 .000 .531 .571 .589 .650 .500 .583 .786 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-56 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 2 0 0 3 0 0 0 0 0 0 2 4 2 6 0 0 1 0 1 2 10 12 04:15 PM 1 2 0 0 3 0 0 0 0 0 0 5 1 0 6 3 0 2 2 5 2 14 16 04:30 PM 3 2 0 0 5 0 0 0 0 0 0 2 0 0 2 2 0 1 1 3 1 10 11 04:45 PM 3 0 0 0 3 0 0 0 0 0 0 4 3 1 7 0 0 0 0 0 1 10 11 Total 8 6 0 0 14 0 0 0 0 0 0 13 8 3 21 5 0 4 3 9 6 44 50 05:00 PM 1 2 0 0 3 0 0 0 0 0 0 4 1 0 5 0 0 1 1 1 1 9 10 05:15 PM 3 3 0 0 6 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 8 9 05:30 PM 0 1 0 0 1 0 0 0 0 0 0 5 1 0 6 0 0 2 0 2 0 9 9 05:45 PM 1 1 0 0 2 0 0 0 0 0 0 4 1 0 5 1 0 0 0 1 0 8 8 Total 5 7 0 0 12 0 0 0 0 0 0 14 3 0 17 1 0 4 2 5 2 34 36 Grand Total 13 13 0 0 26 0 0 0 0 0 0 27 11 3 38 6 0 8 5 14 8 78 86 Apprch %50 50 0 0 0 0 0 71.1 28.9 42.9 0 57.1 Total %16.7 16.7 0 33.3 0 0 0 0 0 34.6 14.1 48.7 7.7 0 10.3 17.9 9.3 90.7 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 2 0 3 0 0 0 0 0 2 4 6 0 0 1 1 10 04:15 PM 1 2 0 3 0 0 0 0 0 5 1 6 3 0 2 5 14 04:30 PM 3 2 0 5 0 0 0 0 0 2 0 2 2 0 1 3 10 04:45 PM 3 0 0 3 0 0 0 0 0 4 3 7 0 0 0 0 10 Total Volume 8 6 0 14 0 0 0 0 0 13 8 21 5 0 4 9 44 % App. Total 57.1 42.9 0 0 0 0 0 61.9 38.1 55.6 0 44.4 PHF .667 .750 .000 .700 .000 .000 .000 .000 .000 .650 .500 .750 .417 .000 .500 .450 .786 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-57 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 6 Left 8 InOut Total 18 14 32 Right0 Thru0 Left0 OutTotalIn16 0 16 Left 0 Thru 13 Right 8 Out TotalIn 10 21 31 Left5 Thru0 Right4 TotalOutIn0 9 9 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-58 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.1 2 0 3 0 0 0 0 0 2 4 6 0 0 1 1 +15 mins.1 2 0 3 0 0 0 0 0 5 1 6 3 0 2 5 +30 mins.3 2 0 5 0 0 0 0 0 2 0 2 2 0 1 3 +45 mins.3 0 0 3 0 0 0 0 0 4 3 7 0 0 0 0 Total Volume 8 6 0 14 0 0 0 0 0 13 8 21 5 0 4 9 % App. Total 57.1 42.9 0 0 0 0 0 61.9 38.1 55.6 0 44.4 PHF .667 .750 .000 .700 .000 .000 .000 .000 .000 .650 .500 .750 .417 .000 .500 .450 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-59 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 4 6 0 0 10 0 0 0 0 0 0 4 3 0 7 1 0 5 0 6 0 23 23 04:15 PM 4 12 0 0 16 0 0 0 0 0 0 5 4 1 9 0 0 5 2 5 3 30 33 04:30 PM 5 7 0 0 12 0 0 0 0 0 0 9 6 0 15 0 0 2 2 2 2 29 31 04:45 PM 5 5 0 0 10 0 0 0 0 0 0 2 3 2 5 1 0 6 0 7 2 22 24 Total 18 30 0 0 48 0 0 0 0 0 0 20 16 3 36 2 0 18 4 20 7 104 111 05:00 PM 4 5 0 0 9 0 0 0 0 0 0 4 2 1 6 2 0 4 0 6 1 21 22 05:15 PM 7 5 0 0 12 0 0 0 0 0 0 2 4 2 6 4 0 3 1 7 3 25 28 05:30 PM 5 6 0 0 11 0 0 0 0 0 0 4 5 2 9 2 0 3 2 5 4 25 29 05:45 PM 4 5 0 0 9 0 0 0 0 0 0 6 3 1 9 0 0 6 0 6 1 24 25 Total 20 21 0 0 41 0 0 0 0 0 0 16 14 6 30 8 0 16 3 24 9 95 104 Grand Total 38 51 0 0 89 0 0 0 0 0 0 36 30 9 66 10 0 34 7 44 16 199 215 Apprch %42.7 57.3 0 0 0 0 0 54.5 45.5 22.7 0 77.3 Total %19.1 25.6 0 44.7 0 0 0 0 0 18.1 15.1 33.2 5 0 17.1 22.1 7.4 92.6 Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 4 6 0 10 0 0 0 0 0 4 3 7 1 0 5 6 23 04:15 PM 4 12 0 16 0 0 0 0 0 5 4 9 0 0 5 5 30 04:30 PM 5 7 0 12 0 0 0 0 0 9 6 15 0 0 2 2 29 04:45 PM 5 5 0 10 0 0 0 0 0 2 3 5 1 0 6 7 22 Total Volume 18 30 0 48 0 0 0 0 0 20 16 36 2 0 18 20 104 % App. Total 37.5 62.5 0 0 0 0 0 55.6 44.4 10 0 90 PHF .900 .625 .000 .750 .000 .000 .000 .000 .000 .556 .667 .600 .500 .000 .750 .714 .867 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-60 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue I-10 Eastbound Off Ramp I-10 Eastbound On Ramp Citrus Avenue Right 0 Thru 30 Left 18 InOut Total 22 48 70 Right0 Thru0 Left0 OutTotalIn34 0 34 Left 0 Thru 20 Right 16 Out TotalIn 48 36 84 Left2 Thru0 Right18 TotalOutIn0 20 20 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-61 File Name : 02_FON_Citrus_10E PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 3 City of Fontana N/S: Citrus Avenue E/W: I-10 Eastbound Ramps Weather: Clear Citrus Avenue Southbound I-10 Eastbound On Ramp Westbound Citrus Avenue Northbound I-10 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.4 6 0 10 0 0 0 0 0 4 3 7 1 0 5 6 +15 mins.4 12 0 16 0 0 0 0 0 5 4 9 0 0 5 5 +30 mins.5 7 0 12 0 0 0 0 0 9 6 15 0 0 2 2 +45 mins.5 5 0 10 0 0 0 0 0 2 3 5 1 0 6 7 Total Volume 18 30 0 48 0 0 0 0 0 20 16 36 2 0 18 20 % App. Total 37.5 62.5 0 0 0 0 0 55.6 44.4 10 0 90 PHF .900 .625 .000 .750 .000 .000 .000 .000 .000 .556 .667 .600 .500 .000 .750 .714 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-62 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 00000 01001 00000 04004 04004 02002 00000 00000 0110 011 North Leg East Leg South Leg West Leg Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps Pedestrians Pedestrians Pedestrians Pedestrians 00000 00000 00000 00000 00000 00000 00000 00000 00000 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Citrus Avenue I‐10 EB Ramps PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-63 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000020000 2 000000000000 0 000000000000 0 000000000000 0 000000010000 1 000000010000 1 000000000000 0 000000040000 4 I‐10 EB Ramps TOTAL VOLUMES: Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Citrus Avenue I‐10 EB Ramps Citrus Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound I‐10 EB Ramps Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-64 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 50 120 133 32 303 20 105 43 14 168 5 136 12 8 153 44 29 3 1 76 55 700 755 07:15 AM 68 128 112 28 308 35 87 63 17 185 22 200 15 12 237 47 30 12 4 89 61 819 880 07:30 AM 28 70 110 40 208 17 102 37 5 156 8 169 13 5 190 66 49 3 0 118 50 672 722 07:45 AM 45 82 143 16 270 15 128 38 11 181 3 87 4 2 94 49 48 1 0 98 29 643 672 Total 191 400 498 116 1089 87 422 181 47 690 38 592 44 27 674 206 156 19 5 381 195 2834 3029 08:00 AM 33 53 127 28 213 12 78 17 5 107 6 72 9 5 87 45 33 0 0 78 38 485 523 08:15 AM 31 65 119 13 215 10 64 19 2 93 2 62 8 6 72 38 47 3 0 88 21 468 489 08:30 AM 31 64 99 13 194 8 50 24 4 82 2 82 8 4 92 64 21 2 0 87 21 455 476 08:45 AM 30 59 89 13 178 11 56 21 4 88 5 89 9 5 103 55 34 4 2 93 24 462 486 Total 125 241 434 67 800 41 248 81 15 370 15 305 34 20 354 202 135 9 2 346 104 1870 1974 Grand Total 316 641 932 183 1889 128 670 262 62 1060 53 897 78 47 1028 408 291 28 7 727 299 4704 5003 Apprch %16.7 33.9 49.3 12.1 63.2 24.7 5.2 87.3 7.6 56.1 40 3.9 Total %6.7 13.6 19.8 40.2 2.7 14.2 5.6 22.5 1.1 19.1 1.7 21.9 8.7 6.2 0.6 15.5 6 94 Passenger Vehicles 303 582 810 1866 117 623 237 1036 46 846 73 1010 293 249 26 574 0 0 4486 % Passenger Vehicles 95.9 90.8 86.9 93.4 90.1 91.4 93 90.5 95.2 92.3 86.8 94.3 93.6 95.7 94 71.8 85.6 92.9 85.7 78.2 0 0 89.7 Large 2 Axle Vehicles 7 30 39 81 8 19 13 41 2 19 3 26 31 26 2 60 0 0 208 % Large 2 Axle Vehicles 2.2 4.7 4.2 2.7 3.9 6.2 2.8 5 1.6 3.7 3.8 2.1 3.8 4.3 2.4 7.6 8.9 7.1 14.3 8.2 0 0 4.2 3 Axle Vehicles 2 4 23 30 1 11 3 15 3 2 0 5 28 7 0 35 0 0 85 % 3 Axle Vehicles 0.6 0.6 2.5 0.5 1.4 0.8 1.6 1.1 0 1.3 5.7 0.2 0 0 0.5 6.9 2.4 0 0 4.8 0 0 1.7 4+ Axle Trucks 4 25 60 95 2 17 9 30 2 30 2 34 56 9 0 65 0 0 224 % 4+ Axle Trucks 1.3 3.9 6.4 3.3 4.6 1.6 2.5 3.4 3.2 2.7 3.8 3.3 2.6 0 3.2 13.7 3.1 0 0 8.9 0 0 4.5 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 50 120 133 303 20 105 43 168 5 136 12 153 44 29 3 76 700 07:15 AM 68 128 112 308 35 87 63 185 22 200 15 237 47 30 12 89 819 07:30 AM 28 70 110 208 17 102 37 156 8 169 13 190 66 49 3 118 672 07:45 AM 45 82 143 270 15 128 38 181 3 87 4 94 49 48 1 98 643 Total Volume 191 400 498 1089 87 422 181 690 38 592 44 674 206 156 19 381 2834 % App. Total 17.5 36.7 45.7 12.6 61.2 26.2 5.6 87.8 6.5 54.1 40.9 5 PHF .702 .781 .871 .884 .621 .824 .718 .932 .432 .740 .733 .711 .780 .796 .396 .807 .865 Counts Unlimited PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-65 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 498 Thru 400 Left 191 InOut Total 979 1089 2068 Right181 Thru422 Left87 OutTotalIn391 690 1081 Left 38 Thru 592 Right 44 Out TotalIn 506 674 1180 Left206 Thru156 Right19 TotalOutIn958 381 1339 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-66 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 1 5 6 2 12 1 4 5 1 10 0 5 0 0 5 0 2 0 0 2 3 29 32 07:15 AM 0 4 3 1 7 0 1 2 0 3 1 2 0 0 3 1 3 1 1 5 2 18 20 07:30 AM 1 2 3 0 6 3 3 1 0 7 0 0 0 0 0 3 4 0 0 7 0 20 20 07:45 AM 0 5 6 1 11 1 5 0 0 6 0 3 1 1 4 3 3 0 0 6 2 27 29 Total 2 16 18 4 36 5 13 8 1 26 1 10 1 1 12 7 12 1 1 20 7 94 101 08:00 AM 1 3 3 0 7 1 2 2 0 5 1 3 1 1 5 6 4 0 0 10 1 27 28 08:15 AM 0 3 8 1 11 0 1 1 0 2 0 1 0 0 1 5 4 1 0 10 1 24 25 08:30 AM 3 3 5 0 11 0 0 1 0 1 0 0 1 0 1 7 1 0 0 8 0 21 21 08:45 AM 1 5 5 0 11 2 3 1 0 6 0 5 0 0 5 6 5 0 0 11 0 33 33 Total 5 14 21 1 40 3 6 5 0 14 1 9 2 1 12 24 14 1 0 39 2 105 107 Grand Total 7 30 39 5 76 8 19 13 1 40 2 19 3 2 24 31 26 2 1 59 9 199 208 Apprch %9.2 39.5 51.3 20 47.5 32.5 8.3 79.2 12.5 52.5 44.1 3.4 Total %3.5 15.1 19.6 38.2 4 9.5 6.5 20.1 1 9.5 1.5 12.1 15.6 13.1 1 29.6 4.3 95.7 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 5 6 12 1 4 5 10 0 5 0 5 0 2 0 2 29 07:15 AM 0 4 3 7 0 1 2 3 1 2 0 3 1 3 1 5 18 07:30 AM 1 2 3 6 3 3 1 7 0 0 0 0 3 4 0 7 20 07:45 AM 0 5 6 11 1 5 0 6 0 3 1 4 3 3 0 6 27 Total Volume 2 16 18 36 5 13 8 26 1 10 1 12 7 12 1 20 94 % App. Total 5.6 44.4 50 19.2 50 30.8 8.3 83.3 8.3 35 60 5 PHF .500 .800 .750 .750 .417 .650 .400 .650 .250 .500 .250 .600 .583 .750 .250 .714 .810 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-67 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 18 Thru 16 Left 2 InOut Total 25 36 61 Right8 Thru13 Left5 OutTotalIn15 26 41 Left 1 Thru 10 Right 1 Out TotalIn 22 12 34 Left7 Thru12 Right1 TotalOutIn32 20 52 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-68 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 3 0 3 0 4 0 0 4 0 0 0 0 0 2 0 0 0 2 0 9 9 07:15 AM 1 1 3 0 5 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 0 8 8 07:30 AM 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 2 2 0 0 4 0 6 6 07:45 AM 0 2 2 1 4 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 1 7 8 Total 1 3 9 1 13 0 7 0 0 7 0 0 0 0 0 7 3 0 0 10 1 30 31 08:00 AM 0 0 1 0 1 1 1 1 0 3 2 0 0 0 2 7 0 0 0 7 0 13 13 08:15 AM 0 0 6 0 6 0 0 1 0 1 0 2 0 0 2 3 0 0 0 3 0 12 12 08:30 AM 1 0 6 0 7 0 1 0 0 1 0 0 0 0 0 8 2 0 0 10 0 18 18 08:45 AM 0 1 1 0 2 0 2 1 0 3 1 0 0 0 1 3 2 0 0 5 0 11 11 Total 1 1 14 0 16 1 4 3 0 8 3 2 0 0 5 21 4 0 0 25 0 54 54 Grand Total 2 4 23 1 29 1 11 3 0 15 3 2 0 0 5 28 7 0 0 35 1 84 85 Apprch %6.9 13.8 79.3 6.7 73.3 20 60 40 0 80 20 0 Total %2.4 4.8 27.4 34.5 1.2 13.1 3.6 17.9 3.6 2.4 0 6 33.3 8.3 0 41.7 1.2 98.8 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 3 3 0 4 0 4 0 0 0 0 2 0 0 2 9 07:15 AM 1 1 3 5 0 1 0 1 0 0 0 0 1 1 0 2 8 07:30 AM 0 0 1 1 0 1 0 1 0 0 0 0 2 2 0 4 6 07:45 AM 0 2 2 4 0 1 0 1 0 0 0 0 2 0 0 2 7 Total Volume 1 3 9 13 0 7 0 7 0 0 0 0 7 3 0 10 30 % App. Total 7.7 23.1 69.2 0 100 0 0 0 0 70 30 0 PHF .250 .375 .750 .650 .000 .438 .000 .438 .000 .000 .000 .000 .875 .375 .000 .625 .833 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-69 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 9 Thru 3 Left 1 InOut Total 7 13 20 Right0 Thru7 Left0 OutTotalIn4 7 11 Left 0 Thru 0 Right 0 Out TotalIn 3 0 3 Left7 Thru3 Right0 TotalOutIn16 10 26 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-70 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 1 7 7 1 15 0 1 1 1 2 0 2 0 0 2 5 1 0 0 6 2 25 27 07:15 AM 0 2 10 3 12 0 4 2 0 6 1 4 0 0 5 6 1 0 0 7 3 30 33 07:30 AM 2 3 2 1 7 0 1 2 1 3 0 7 0 0 7 11 1 0 0 12 2 29 31 07:45 AM 0 4 12 0 16 1 1 0 0 2 0 3 1 0 4 6 2 0 0 8 0 30 30 Total 3 16 31 5 50 1 7 5 2 13 1 16 1 0 18 28 5 0 0 33 7 114 121 08:00 AM 0 1 10 0 11 0 3 1 0 4 0 3 0 0 3 5 1 0 0 6 0 24 24 08:15 AM 1 2 6 0 9 0 2 1 0 3 0 1 0 0 1 4 1 0 0 5 0 18 18 08:30 AM 0 3 5 1 8 0 1 1 0 2 0 5 0 0 5 10 0 0 0 10 1 25 26 08:45 AM 0 3 8 0 11 1 4 1 0 6 1 5 1 0 7 9 2 0 0 11 0 35 35 Total 1 9 29 1 39 1 10 4 0 15 1 14 1 0 16 28 4 0 0 32 1 102 103 Grand Total 4 25 60 6 89 2 17 9 2 28 2 30 2 0 34 56 9 0 0 65 8 216 224 Apprch %4.5 28.1 67.4 7.1 60.7 32.1 5.9 88.2 5.9 86.2 13.8 0 Total %1.9 11.6 27.8 41.2 0.9 7.9 4.2 13 0.9 13.9 0.9 15.7 25.9 4.2 0 30.1 3.6 96.4 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 7 7 15 0 1 1 2 0 2 0 2 5 1 0 6 25 07:15 AM 0 2 10 12 0 4 2 6 1 4 0 5 6 1 0 7 30 07:30 AM 2 3 2 7 0 1 2 3 0 7 0 7 11 1 0 12 29 07:45 AM 0 4 12 16 1 1 0 2 0 3 1 4 6 2 0 8 30 Total Volume 3 16 31 50 1 7 5 13 1 16 1 18 28 5 0 33 114 % App. Total 6 32 62 7.7 53.8 38.5 5.6 88.9 5.6 84.8 15.2 0 PHF .375 .571 .646 .781 .250 .438 .625 .542 .250 .571 .250 .643 .636 .625 .000 .688 .950 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-71 File Name : 06_FON_Citrus_Slover AM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 31 Thru 16 Left 3 InOut Total 49 50 99 Right5 Thru7 Left1 OutTotalIn9 13 22 Left 1 Thru 16 Right 1 Out TotalIn 17 18 35 Left28 Thru5 Right0 TotalOutIn39 33 72 Peak Hour Begins at 07:00 AM 4+ Axle Trucks Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-72 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 50 77 49 10 176 12 54 30 6 96 7 160 31 12 198 150 200 7 0 357 28 827 855 04:15 PM 58 74 49 22 181 13 51 36 11 100 1 141 16 8 158 125 170 4 0 299 41 738 779 04:30 PM 52 61 70 28 183 15 49 45 16 109 4 145 30 20 179 156 183 6 0 345 64 816 880 04:45 PM 45 72 53 22 170 10 54 51 8 115 8 186 25 16 219 114 174 5 0 293 46 797 843 Total 205 284 221 82 710 50 208 162 41 420 20 632 102 56 754 545 727 22 0 1294 179 3178 3357 05:00 PM 56 97 44 17 197 15 50 45 9 110 7 167 28 14 202 157 178 7 0 342 40 851 891 05:15 PM 51 82 45 20 178 17 56 38 9 111 2 131 15 11 148 147 203 7 0 357 40 794 834 05:30 PM 56 80 39 10 175 23 44 42 3 109 3 161 20 10 184 125 163 5 0 293 23 761 784 05:45 PM 46 77 36 11 159 22 57 44 16 123 6 126 23 10 155 93 116 9 1 218 38 655 693 Total 209 336 164 58 709 77 207 169 37 453 18 585 86 45 689 522 660 28 1 1210 141 3061 3202 Grand Total 414 620 385 140 1419 127 415 331 78 873 38 1217 188 101 1443 1067 1387 50 1 2504 320 6239 6559 Apprch %29.2 43.7 27.1 14.5 47.5 37.9 2.6 84.3 13 42.6 55.4 2 Total %6.6 9.9 6.2 22.7 2 6.7 5.3 14 0.6 19.5 3 23.1 17.1 22.2 0.8 40.1 4.9 95.1 Passenger Vehicles 387 592 314 1420 122 356 317 872 33 1168 179 1478 997 1271 47 2316 0 0 6086 % Passenger Vehicles 93.5 95.5 81.6 90.7 91.1 96.1 85.8 95.8 98.7 91.7 86.8 96 95.2 97 95.7 93.4 91.6 94 100 92.5 0 0 92.8 Large 2 Axle Vehicles 13 11 28 58 2 24 7 34 2 18 4 25 25 43 3 71 0 0 188 % Large 2 Axle Vehicles 3.1 1.8 7.3 4.3 3.7 1.6 5.8 2.1 1.3 3.6 5.3 1.5 2.1 1 1.6 2.3 3.1 6 0 2.8 0 0 2.9 3 Axle Vehicles 5 3 11 21 1 13 2 16 0 9 1 11 14 29 0 43 0 0 91 % 3 Axle Vehicles 1.2 0.5 2.9 1.4 1.3 0.8 3.1 0.6 0 1.7 0 0.7 0.5 1 0.7 1.3 2.1 0 0 1.7 0 0 1.4 4+ Axle Trucks 9 14 32 60 2 22 5 29 3 22 4 30 31 44 0 75 0 0 194 % 4+ Axle Trucks 2.2 2.3 8.3 3.6 3.8 1.6 5.3 1.5 0 3 7.9 1.8 2.1 1 1.9 2.9 3.2 0 0 3 0 0 3 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 52 61 70 183 15 49 45 109 4 145 30 179 156 183 6 345 816 04:45 PM 45 72 53 170 10 54 51 115 8 186 25 219 114 174 5 293 797 05:00 PM 56 97 44 197 15 50 45 110 7 167 28 202 157 178 7 342 851 05:15 PM 51 82 45 178 17 56 38 111 2 131 15 148 147 203 7 357 794 Total Volume 204 312 212 728 57 209 179 445 21 629 98 748 574 738 25 1337 3258 % App. Total 28 42.9 29.1 12.8 47 40.2 2.8 84.1 13.1 42.9 55.2 1.9 PHF .911 .804 .757 .924 .838 .933 .877 .967 .656 .845 .817 .854 .914 .909 .893 .936 .957 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-73 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 212 Thru 312 Left 204 InOut Total 1382 728 2110 Right179 Thru209 Left57 OutTotalIn1040 445 1485 Left 21 Thru 629 Right 98 Out TotalIn 394 748 1142 Left574 Thru738 Right25 TotalOutIn442 1337 1779 Peak Hour Begins at 04:30 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-74 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 2 1 4 1 7 0 5 0 0 5 0 2 1 0 3 6 10 1 0 17 1 32 33 04:15 PM 3 1 5 1 9 0 2 1 0 3 0 6 1 1 7 6 9 0 0 15 2 34 36 04:30 PM 2 2 4 0 8 0 5 2 1 7 1 3 0 0 4 2 4 0 0 6 1 25 26 04:45 PM 1 2 6 1 9 0 3 1 0 4 0 2 0 0 2 0 6 1 0 7 1 22 23 Total 8 6 19 3 33 0 15 4 1 19 1 13 2 1 16 14 29 2 0 45 5 113 118 05:00 PM 0 2 7 2 9 1 1 1 0 3 1 2 2 0 5 4 6 1 0 11 2 28 30 05:15 PM 1 0 1 1 2 0 2 1 0 3 0 1 0 0 1 3 2 0 0 5 1 11 12 05:30 PM 1 1 1 0 3 0 3 1 0 4 0 0 0 0 0 3 3 0 0 6 0 13 13 05:45 PM 3 2 0 0 5 1 3 0 0 4 0 2 0 0 2 1 3 0 0 4 0 15 15 Total 5 5 9 3 19 2 9 3 0 14 1 5 2 0 8 11 14 1 0 26 3 67 70 Grand Total 13 11 28 6 52 2 24 7 1 33 2 18 4 1 24 25 43 3 0 71 8 180 188 Apprch %25 21.2 53.8 6.1 72.7 21.2 8.3 75 16.7 35.2 60.6 4.2 Total %7.2 6.1 15.6 28.9 1.1 13.3 3.9 18.3 1.1 10 2.2 13.3 13.9 23.9 1.7 39.4 4.3 95.7 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 2 2 4 8 0 5 2 7 1 3 0 4 2 4 0 6 25 04:45 PM 1 2 6 9 0 3 1 4 0 2 0 2 0 6 1 7 22 05:00 PM 0 2 7 9 1 1 1 3 1 2 2 5 4 6 1 11 28 05:15 PM 1 0 1 2 0 2 1 3 0 1 0 1 3 2 0 5 11 Total Volume 4 6 18 28 1 11 5 17 2 8 2 12 9 18 2 29 86 % App. Total 14.3 21.4 64.3 5.9 64.7 29.4 16.7 66.7 16.7 31 62.1 6.9 PHF .500 .750 .643 .778 .250 .550 .625 .607 .500 .667 .250 .600 .563 .750 .500 .659 .768 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-75 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 18 Thru 6 Left 4 InOut Total 22 28 50 Right5 Thru11 Left1 OutTotalIn24 17 41 Left 2 Thru 8 Right 2 Out TotalIn 9 12 21 Left9 Thru18 Right2 TotalOutIn31 29 60 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-76 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 2 0 0 2 0 2 0 0 2 0 2 0 0 2 3 4 0 0 7 0 13 13 04:15 PM 0 1 2 0 3 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 9 9 04:30 PM 2 0 2 1 4 0 1 0 0 1 0 3 0 0 3 2 1 0 0 3 1 11 12 04:45 PM 0 0 0 0 0 1 2 1 0 4 0 1 0 0 1 0 7 0 0 7 0 12 12 Total 2 3 4 1 9 1 6 1 0 8 0 6 0 0 6 5 17 0 0 22 1 45 46 05:00 PM 1 0 3 1 4 0 1 0 0 1 0 1 0 0 1 3 3 0 0 6 1 12 13 05:15 PM 0 0 1 0 1 0 2 0 0 2 0 1 1 1 2 4 4 0 0 8 1 13 14 05:30 PM 2 0 2 0 4 0 2 0 0 2 0 1 0 0 1 1 1 0 0 2 0 9 9 05:45 PM 0 0 1 0 1 0 2 1 0 3 0 0 0 0 0 1 4 0 0 5 0 9 9 Total 3 0 7 1 10 0 7 1 0 8 0 3 1 1 4 9 12 0 0 21 2 43 45 Grand Total 5 3 11 2 19 1 13 2 0 16 0 9 1 1 10 14 29 0 0 43 3 88 91 Apprch %26.3 15.8 57.9 6.2 81.2 12.5 0 90 10 32.6 67.4 0 Total %5.7 3.4 12.5 21.6 1.1 14.8 2.3 18.2 0 10.2 1.1 11.4 15.9 33 0 48.9 3.3 96.7 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 2 0 2 4 0 1 0 1 0 3 0 3 2 1 0 3 11 04:45 PM 0 0 0 0 1 2 1 4 0 1 0 1 0 7 0 7 12 05:00 PM 1 0 3 4 0 1 0 1 0 1 0 1 3 3 0 6 12 05:15 PM 0 0 1 1 0 2 0 2 0 1 1 2 4 4 0 8 13 Total Volume 3 0 6 9 1 6 1 8 0 6 1 7 9 15 0 24 48 % App. Total 33.3 0 66.7 12.5 75 12.5 0 85.7 14.3 37.5 62.5 0 PHF .375 .000 .500 .563 .250 .750 .250 .500 .000 .500 .250 .583 .563 .536 .000 .750 .923 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-77 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 6 Thru 0 Left 3 InOut Total 16 9 25 Right1 Thru6 Left1 OutTotalIn19 8 27 Left 0 Thru 6 Right 1 Out TotalIn 1 7 8 Left9 Thru15 Right0 TotalOutIn12 24 36 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-78 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 3 4 4 0 11 0 4 0 0 4 0 3 3 1 6 5 5 0 0 10 1 31 32 04:15 PM 0 1 2 1 3 0 0 0 0 0 0 2 0 0 2 5 7 0 0 12 1 17 18 04:30 PM 1 0 7 1 8 1 4 1 0 6 1 2 0 0 3 2 4 0 0 6 1 23 24 04:45 PM 2 0 3 0 5 1 3 0 0 4 0 2 0 0 2 2 7 0 0 9 0 20 20 Total 6 5 16 2 27 2 11 1 0 14 1 9 3 1 13 14 23 0 0 37 3 91 94 05:00 PM 1 5 2 0 8 0 4 2 0 6 2 3 0 0 5 5 7 0 0 12 0 31 31 05:15 PM 0 1 5 2 6 0 1 1 0 2 0 3 0 0 3 8 8 0 0 16 2 27 29 05:30 PM 2 0 4 0 6 0 2 1 0 3 0 3 0 0 3 3 3 0 0 6 0 18 18 05:45 PM 0 3 5 1 8 0 4 0 0 4 0 4 1 0 5 1 3 0 0 4 1 21 22 Total 3 9 16 3 28 0 11 4 0 15 2 13 1 0 16 17 21 0 0 38 3 97 100 Grand Total 9 14 32 5 55 2 22 5 0 29 3 22 4 1 29 31 44 0 0 75 6 188 194 Apprch %16.4 25.5 58.2 6.9 75.9 17.2 10.3 75.9 13.8 41.3 58.7 0 Total %4.8 7.4 17 29.3 1.1 11.7 2.7 15.4 1.6 11.7 2.1 15.4 16.5 23.4 0 39.9 3.1 96.9 Citrus Avenue Southbound Slover Avenue Westbound Citrus Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 1 0 7 8 1 4 1 6 1 2 0 3 2 4 0 6 23 04:45 PM 2 0 3 5 1 3 0 4 0 2 0 2 2 7 0 9 20 05:00 PM 1 5 2 8 0 4 2 6 2 3 0 5 5 7 0 12 31 05:15 PM 0 1 5 6 0 1 1 2 0 3 0 3 8 8 0 16 27 Total Volume 4 6 17 27 2 12 4 18 3 10 0 13 17 26 0 43 101 % App. Total 14.8 22.2 63 11.1 66.7 22.2 23.1 76.9 0 39.5 60.5 0 PHF .500 .300 .607 .844 .500 .750 .500 .750 .375 .833 .000 .650 .531 .813 .000 .672 .815 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-79 File Name : 06_FON_Citrus_Slover PM Site Code : 05119181 Start Date : 3/14/2019 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Slover Avenue Weather: Clear Citrus Avenue Slover Avenue Slover Avenue Citrus Avenue Right 17 Thru 6 Left 4 InOut Total 31 27 58 Right4 Thru12 Left2 OutTotalIn30 18 48 Left 3 Thru 10 Right 0 Out TotalIn 8 13 21 Left17 Thru26 Right0 TotalOutIn32 43 75 Peak Hour Begins at 04:30 PM 4+ Axle Trucks Peak Hour Data North Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-80 Location: Date: 3/14/2019 N/S: Day: Thursday E/W: North Leg East Leg South Leg West Leg Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue Pedestrians Pedestrians Pedestrians Pedestrians 463013 02002 20002 00000 00000 00000 00000 00000 683017 North Leg East Leg South Leg West Leg Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue Pedestrians Pedestrians Pedestrians Pedestrians 03003 20002 00101 10102 04004 01001 00000 21003 592016 Fontana Citrus Avenue Slover Avenue PEDESTRIANS 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-81 Location: Date: 3/14/2019 N/S: Day: Thursday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000010000 2 000000000000 0 000000000000 0 000000000000 0 100010000000 2 010000000000 1 000000000000 0 000000000000 0 120010010000 5 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000010 1 000000000000 0 000000000000 0 000000000000 0 000000000020 2 000000010000 1 000000010030 4 Slover Avenue Citrus Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound 5:30 PM 5:45 PM Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue TOTAL VOLUMES: Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue Southbound Westbound Northbound Eastbound Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-82 T42321 DATE:LOCATION:PROJECT #:SCTue, Apr 13, 21 NORTH & SOUTH:LOCATION #:2 EAST & WEST:CONTROL:STOP E/W NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 X X X X 7:00 AM 3 0 0 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 07:15 AM 0 0 2 0 0 0 0 0 2 1 0 0 5 0 0 0 0 0 0 0 0 07:30 AM 1 0 0 0 0 0 0 0 4 2 0 0 7 0 0 0 0 0 0 0 0 07:45 AM 5 1 2 0 1 0 0 0 1 0 0 0 10 0 0 0 0 0 0 0 0 08:00 AM 5 1 1 0 0 0 0 0 2 2 0 0 11 0 0 0 0 0 0 0 0 08:15 AM 0 1 0 0 2 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 08:30 AM 1 0 2 0 0 0 0 0 3 2 0 0 8 0 0 0 0 0 0 0 0 08:45 AM 0 1 3 0 0 0 0 0 2 1 0 0 7 0 0 0 0 0 0 0 0 0VOLUMES15 4 10 0 5 0 0 0 15 8 0 0 57 0 0 0 0 0 0 0 0 0APPROACH %52%14%34%0%100%0%0%0%100%100%0%0%APP/DEPART 29 /4 5 /28 15 /10 8 /15 0 BEGIN PEAK HRVOLUMES 11 2 5 0 1 0 0 0 9 5 0 0 33 0 0 0 0APPROACH %61%11%28%0%100%0%0%0%100%100%0%0%PEAK HR FACTOR 0.563 0.250 0.563 0.625 0.750 APP/DEPART 18 /2 1 /15 9 /5 5 /11 0 04:00 PM 4 1 1 0 2 0 0 0 4 3 0 0 15 0 0 0 0 0 0 0 0 04:15 PM 5 0 2 0 0 0 0 0 2 3 0 0 12 0 0 0 0 0 0 0 0 04:30 PM 4 0 4 1 0 0 0 1 7 5 1 1 24 1 0 0 0 1 0 0 0 04:45 PM 2 0 2 0 0 0 0 0 4 1 0 0 9 0 0 0 0 0 0 0 0 05:00 PM 4 4 2 0 0 0 0 0 6 3 0 0 19 0 0 0 0 0 0 0 0 05:15 PM 2 0 2 0 2 0 0 0 7 1 0 0 14 0 0 0 0 0 0 0 0 05:30 PM 5 0 4 0 1 0 0 0 4 3 1 0 18 0 0 0 0 0 0 0 0 05:45 PM 6 2 2 1 1 0 0 0 2 3 0 0 17 0 0 0 0 0 0 0 0 0VOLUMES32 7 19 2 6 0 0 1 36 22 2 1 128 1 0 0 0 1 0 0 0 0APPROACH %55%12%33%25%75%0%0%3%97%88%8%4%APP/DEPART 58 /8 8 /65 37 /22 25 /33 0 BEGIN PEAK HRVOLUMES 17 6 10 1 4 0 0 0 19 10 1 0 68 0 0 0 0APPROACH %52%18%30%20%80%0%0%0%100%91%9%0%PEAK HR FACTOR 0.825 0.625 0.679 0.688 0.895 APP/DEPART 33 /6 5 /33 19 /11 11 /18 0 Oleander NORTH SIDE Boyle WEST SIDE EAST SIDE Boyle SOUTH SIDE Oleander E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4:00 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0 RTOR INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana OleanderBoyle U-TURNS Oleander Oleander Boyle Boyle BICYCLE CROSSINGS AMPMAM7:15 AM PM5:00 PM ALL PED AND BIKE PEDESTRIAN CROSSINGS Add U-Turns to Left Turns 3.1-83 13 0 11 2 TOTAL 12 8 0 6 2 PM 8 5 0 5 0 AM 4 8 25 33 48 33 15 0 1 1 0 2 2 TOTALPMAM8 22 30 0 0 0 AMPMTOTAL1 1 0 51 36 15 10 22 32 52 37 15 28 AM 15 4 10 29 65 PM 32 7 19 58 93 TOTAL 47 11 29 87 6 0 5 1 TOTAL 8 5 0 4 1 PM 6 1 0 1 0 AM 2 5 11 16 29 18 11 0 0 0 0 1 1 TOTALPMAMAM 7:15 AM 8:45 AM 5 10 15 0 0 0 #N/A AMPMTOTAL0 0 0 PM 5:00 PM 3:45 PM 28 19 9 5 11 16 28 19 9 15 AM 11 2 5 18 33 PM 17 6 10 33 48 Total 28 8 15 51 Oleander AimTD LLC TURNING MOVEMENT COUNTS Oleander BoyleBoyleFontana SC ALL HOURS Oleander Oleander BoyleBoylePEAK HOUR 3.1-84 DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2 TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W CLASS 2: NOTES:AM ▲2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:010010010010 X X X X 7:00 AM 2 0 0 0 0 0 0 0 0 0 0 0 2 00000 00007:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 00000 00007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 00000 00008:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 00000 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 2 0 1 0 0 0 0 0 1 1 0 0 5 0000 0 0000APPROACH % 67% 0% 33% 0% 0% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 3 /0 0 /2 1 /1 1 /2 0 BEGIN PEAK HRVOLUMES 0 0 1 0 0 0 0 0 1 1 0 0 3 0000APPROACH % 0% 0% 100% 0% 0% 0% 0% 0% 100% 100% 0% 0%PEAK HR FACTOR 0.250 0.000 0.250 0.250 0.750 APP/DEPART 1 /0 0 /2 1 /1 1 /0 0 04:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 00000 00004:15 PM 0 0 1 0 0 0 0 0 0 2 0 0 3 00000 00004:30 PM 2 0 0 1 0 0 0 1 1 2 1 1 9 00000 00004:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 00000 00005:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:30 PM 1 0 1 0 0 0 0 0 0 0 1 0 3 00000 00005:45 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 00000 0000VOLUMES 4 0 3 1 0 0 0 1 1 5 2 1 18 0000 0 0000APPROACH % 57% 0% 43% 100% 0% 0% 0% 50% 50% 63% 25% 13%APP/DEPART 7 /1 1 /6 2 /5 8 /6 0 BEGIN PEAK HRVOLUMES 2 0 1 0 0 0 0 0 0 0 1 0 4 0000APPROACH % 67% 0% 33% 0% 0% 0% 0% 0% 0% 0% 100% 0%PEAK HR FACTOR 0.375 0.000 0.000 0.250 0.333 APP/DEPART 3 /0 0 /0 0 /1 1 /3 0 Oleander NORTH SIDE Boyle WEST SIDE EAST SIDE Boyle SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Boyle Boyle AM7:15 AM PM5:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-85 DATE:LOCATION:Fontana PROJECT #: SC 4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2 TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W CLASS 3: NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:0100 1 0010010 X X X X 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00007:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 0000 0 00007:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 00007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000VOLUMES 0 0 0 0 0 0 0 0 1 1 0 0 2 0000 0 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 0 /0 0 /2 1 /0 1 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 1 1 0 0 2 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 100% 0% 0%PEAK HR FACTOR 0.000 0.000 0.250 0.250 0.500 APP/DEPART 0 /0 0 /2 1 /0 1 /0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 4:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000 4:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 VOLUMES 0 0 0 0 0 0 0 0 3 0 0 0 3 0000 0 0000 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% APP/DEPART 0 /0 0 /3 3 /0 0 /0 0 BEGIN PEAK HR VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0000APPROACH % 0%0%0%0% 0% 0%0%0%0%0%0%0%PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 Oleander NORTH SIDE Boyle WEST SIDE EAST SIDE Boyle SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Boyle Boyle AM7:15 AM PM5:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-86 DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2 TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:010010010010 X X X X 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 2 00000 0000VOLUMES 0 1 1 0 0 0 0 0 0 0 0 0 2 0000 0 0000APPROACH % 0% 50% 50% 0% 0% 0% 0% 0% 0% 0% 0% 0%APP/DEPART 2 /1 0 /0 0 /1 0 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0000APPROACH % 0%0%0%0%0%0%0%0%0%0%0%0%PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 00000 00005:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%APP/DEPART 0 /0 0 /1 1 /0 0 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%PEAK HR FACTOR 0.000 0.000 0.250 0.000 0.250 APP/DEPART 0 /0 0 /1 1 /0 0 /0 0 Oleander NORTH SIDE Boyle WEST SIDE EAST SIDE Boyle SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Boyle Boyle AM7:15 AM PM5:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-87 T816 DATE:LOCATION:PROJECT #:SC1715Tue, May 8, 18 NORTH & SOUTH:LOCATION #:14 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0 7:00 AM 35 1 101 0 33 4 2 51 59 110 129 32 557 0 0 0 0 0 44 0 22 77:15 AM 30 2 121 2 66 8 6 59 82 114 167 72 729 0 0 0 0 0 52 1 14 227:30 AM 16 0 70 6 6 6 2 67 28 36 152 5 394 0 0 0 0 0 35 2 6 17:45 AM 9 0 12 2 2 7 1 70 33 19 150 8 313 0 0 0 0 0 3 6 4 38:00 AM 7 0 7 8 0 7 2 64 18 17 76 2 208 0 0 0 0 0 5 3 2 08:15 AM 12 0 12 3 1 5 3 48 20 17 79 3 203 0 0 0 0 0 3 5 3 28:30 AM 1 1 16 2 2 4 4 48 18 20 80 2 198 0 0 0 0 0 9 2 2 08:45 AM 4 2 9 2 0 4 5 79 15 12 45 6 183 0 0 0 0 0 5 2 2 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VOLUMES114 6 348 25 110 45 25 486 273 345 878 130 2,785 0 0 0 0 0 156 21 55 35APPROACH %24%1%74%14%61%25%3%62%35%25%65%10%APP/DEPART 468 /161 180 /728 784 /859 1,353 /1,037 0 BEGIN PEAK HRVOLUMES 90 3 304 10 107 25 11 247 202 279 598 117 1,993 134 9 46 33APPROACH %23%1%77%7%75%18%2%54%44%28%60%12%PEAK HR FACTOR 0.649 0.467 0.782 0.704 0.683 APP/DEPART 397 /131 142 /588 460 /561 994 /713 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 3 0 26 6 0 5 2 248 17 18 79 5 409 0 0 0 0 0 8 4 1 04:15 PM 8 1 16 7 1 2 4 242 14 10 83 2 390 0 0 0 0 0 5 1 5 14:30 PM 8 1 11 7 2 1 9 232 21 5 78 3 378 0 0 0 0 0 5 0 3 04:45 PM 5 0 8 4 1 7 3 208 18 11 61 1 327 0 0 0 0 0 3 6 5 05:00 PM 13 1 13 5 1 2 7 261 19 16 67 6 411 0 0 0 0 0 4 0 4 15:15 PM 5 1 14 3 0 2 8 246 25 18 70 6 398 0 0 1 0 1 8 2 7 05:30 PM 16 1 25 6 0 3 4 199 23 18 74 4 373 0 0 0 0 0 11 1 9 15:45 PM 8 1 9 2 0 1 6 154 18 23 81 4 307 0 0 0 0 0 5 0 3 1VOLUMES66 6 122 40 5 23 43 1,790 155 119 593 31 2,993 0 0 1 0 1 49 14 37 4APPROACH %34%3%63%59%7%34%2%90%8%16%80%4%APP/DEPART 194 /79 68 /279 1,988 /1,952 743 /683 0 BEGIN PEAK HRVOLUMES 31 3 46 19 4 12 27 947 83 50 276 16 1,514 20 8 19 1APPROACH %39%4%58%54%11%34%3%90%8%15%81%5%PEAK HR FACTOR 0.741 0.729 0.921 0.910 0.921 APP/DEPART 80 /45 35 /137 1,057 /1,012 342 /320 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 20 4 6 30 0 20 3 6 29 0 0 1 0 1 7:15 AM 0 16 5 5 26 0 16 4 4 24 0 0 1 1 2 7:30 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 2 1 2 0 5 2 1 2 0 5 0 0 0 0 0 8:15 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 8:30 AM 0 2 1 1 4 0 2 1 1 4 0 0 0 0 0 8:45 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 40 15 12 71 4 40 12 11 67 0 0 3 1 4 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:00 PM 2 1 0 0 3 2 1 0 0 3 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 3 1 2 1 7 3 1 2 0 6 0 0 0 1 1 RTOR INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana OleanderSlover U-TURNS Oleander Oleander Slover Slover BICYCLE CROSSINGS AMPMAM7:00 AM PM4:30 PM ALL PED AND BIKE PEDESTRIAN CROSSINGS Add U-Turns to Left Turns 3.1-88 248 68 115 65 TOTAL 240 68 23 5 40 PM 79 180 45 110 25 AM 161 1,353 743 2,096 1,720 683 1,037 130 31 161 878 593 1,471 TOTALPMAM345 119 464 68 43 25 AMPMTOTAL2,276 1,790 486 428 155 273 859 1,952 2,811 2,772 1,988 784 728 AM 114 6 348 468 279 PM 66 6 122 194 1,007 TOTAL 180 12 470 662 177 37 111 29 TOTAL 176 35 12 4 19 PM 45 142 25 107 10 AM 131 994 342 1,336 1,033 320 713 117 16 133 598 276 874 TOTALPMAMAM 7:00 AM 8:45 AM 279 50 329 38 27 11 #N/A AMPMTOTAL1,194 947 247 PM 4:30 PM 3:45 PM 285 83 202 561 1,012 1,573 1,517 1,057 460 588 AM 90 3 304 397 137 PM 31 3 46 80 725 Total 121 6 350 477 Oleander AimTD LLC TURNING MOVEMENT COUNTS Oleander SloverSloverFontana SC1715 ALL HOURS Oleander Oleander SloverSloverPEAK HOUR 3.1-89 DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Oleander LOCATION #: 14 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 2: NOTES:AM ▲2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000 7:00 AM 0 0 0 0 0 0 0 2 1 0 8 0 11 00000 00007:15 AM 0 0 0 1 0 0 2 6 3 0 3 2 17 00000 00217:30 AM 0 0 1 0 1 0 0 10 3 0 7 0 22 00000 00007:45 AM 1 0 1 0 0 1 0 5 1 0 7 0 16 00000 11008:00 AM 0 0 2 1 0 1 0 5 1 0 4 0 14 00000 11008:15 AM 1 0 2 0 0 0 0 3 1 0 6 0 13 00000 10008:30 AM 0 1 1 0 1 0 0 6 3 1 9 0 22 00000 10008:45 AM 0 0 1 0 0 0 1 9 3 0 6 1 21 00000 00109:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES2 1 8 2 2 2 3 46 16 1 50 3 136 0000 0 4231APPROACH % 18% 9% 73% 33% 33% 33% 5% 71% 25% 2% 93% 6%APP/DEPART 11 /7 6 /19 65 /56 54 /54 0 BEGIN PEAK HRVOLUMES 1 1 6 1 1 1 1 23 8 1 25 1 70 3110APPROACH % 13% 13% 75% 33% 33% 33% 3% 72% 25% 4% 93% 4%PEAK HR FACTOR 0.667 0.375 0.615 0.675 0.795 APP/DEPART 8 /3 3 /10 32 /30 27 /27 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 1 0 0 0 11 0 0 3 0 15 00000 00004:15 PM 0 0 0 0 0 0 0 14 0 0 3 0 17 00000 00004:30 PM 1 0 2 1 0 0 0 10 0 0 4 0 18 00000 00004:45 PM 0 0 0 0 0 0 0 14 2 0 1 0 17 00000 00005:00 PM 0 0 0 0 0 0 1 11 0 0 5 1 18 00000 00005:15 PM 0 0 1 0 0 1 2 8 3 0 3 0 18 00000 01105:30 PM 0 0 0 0 0 0 0 7 1 2 1 0 11 00000 00005:45 PM 2 0 1 0 0 0 1 6 1 0 1 0 12 00000 1000VOLUMES3 0 4 2 0 1 4 81 7 2 21 1 126 0000 0 1110APPROACH % 43% 0% 57% 67% 0% 33% 4% 88% 8% 8% 88% 4%APP/DEPART 7 /5 3 /9 92 /87 24 /25 0 BEGIN PEAK HR VOLUMES 1 0 3 1 0 1 3 43 5 0 13 1 71 0110 APPROACH % 25% 0% 75% 50% 0% 50% 6% 84% 10% 0% 93% 7% PEAK HR FACTOR 0.333 0.500 0.797 0.583 0.986 APP/DEPART 4 /4 2 /5 51 /47 14 /15 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM8:00 AM PM4:30 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-90 DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Oleander LOCATION #: 14 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 3: NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1101 1 0120120 0000 7:00 AM 0 0 0 0 0 0 0 1 1 0 1 0 3 0000 0 00007:15 AM 1 0 0 0 0 0 1 1 0 0 2 0 5 0000 0 00007:30 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00007:45 AM 0 0 0 0 0 0 0 2 0 0 3 1 6 0000 0 00008:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0000 0 00008:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0000 0 00008:30 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00108:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 3 0000 0 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000VOLUMES 2 0 0 0 0 0 1 13 3 0 8 1 28 0000 0 0010APPROACH % 100% 0% 0% 0% 0% 0% 6% 76% 18% 0% 89% 11%APP/DEPART 2 /2 0 /3 17 /13 9 /10 0 BEGIN PEAK HRVOLUMES 1 0 0 0 0 0 1 6 2 0 7 1 18 0000APPROACH % 100% 0% 0% 0% 0% 0% 11% 67% 22% 0% 88% 13%PEAK HR FACTOR 0.250 0.000 0.750 0.500 0.750 APP/DEPART 1 /2 0 /2 9 /6 8 /8 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 4:00 PM 0 0 0 0 0 1 0 5 1 0 1 0 8 0000 0 0000 4:15 PM 0 0 0 0 0 0 0 5 1 1 2 0 9 0000 0 0000 4:30 PM 0 0 0 0 0 0 0 3 0 0 3 0 6 0000 0 0000 4:45 PM 0 0 0 0 1 0 0 0 0 0 1 1 3 0000 0 0000 5:00 PM 0 0 0 0 0 0 2 2 0 0 1 0 5 0000 0 0000 5:15 PM 0 0 0 0 0 0 0 4 0 0 0 0 4 0000 0 0000 5:30 PM 0 0 0 0 0 1 1 0 0 0 0 0 2 0000 0 0000 5:45 PM 0 0 0 1 0 0 0 5 0 0 1 0 7 0000 0 0000VOLUMES 0 0 0 1 1 2 3 24 2 1 9 1 44 0000 0 0000APPROACH % 0% 0% 0% 25% 25% 50% 10% 83% 7% 9% 82% 9%APP/DEPART 0 /4 4 /4 29 /25 11 /11 0 BEGIN PEAK HRVOLUMES 0 0 0 0 1 1 0 13 2 1 7 1 26 0000APPROACH % 0% 0% 0% 0% 50% 50% 0% 87% 13% 11% 78% 11%PEAK HR FACTOR 0.000 0.500 0.625 0.750 0.722 APP/DEPART 0 /1 2 /4 15 /13 9 /8 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM7:00 AM PM4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-91 DATE:LOCATION:Fontana PROJECT #: SC1715 5/8/18 NORTH & SOUTH: Oleander LOCATION #: 14 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000 7:00 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 00000 00007:15 AM 1 0 0 0 0 1 0 1 0 0 3 0 6 00000 00007:30 AM 0 0 0 1 0 2 0 1 2 0 1 0 7 00000 00107:45 AM 1 0 0 0 0 2 0 2 0 0 3 0 8 00000 01008:00 AM 0 0 0 2 0 1 0 3 2 0 4 0 12 00000 01008:15 AM 0 0 0 0 0 1 0 4 1 0 1 0 7 00000 01008:30 AM 0 0 0 0 0 0 0 1 1 0 5 0 7 00000 00008:45 AM 0 0 0 0 0 0 2 3 0 0 4 0 9 00000 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 2 0 0 3 0 7 2 18 6 0 22 0 60 0000 0 0310APPROACH % 100% 0% 0% 30% 0% 70% 8% 69% 23% 0% 100% 0%APP/DEPART 2 /2 10 /6 26 /21 22 /31 0 BEGIN PEAK HRVOLUMES 0 0 0 2 0 2 2 11 4 0 14 0 35 0200APPROACH % 0% 0% 0% 50% 0% 50% 12% 65% 24% 0% 100% 0%PEAK HR FACTOR 0.000 0.333 0.850 0.700 0.729 APP/DEPART 0 /2 4 /4 17 /13 14 /16 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 0 0 0 1 15 3 0 9 0 28 00000 00004:15 PM 0 0 2 1 0 1 0 5 0 0 4 0 13 00000 00004:30 PM 0 0 0 0 0 0 2 9 2 0 6 0 19 00000 00004:45 PM 0 0 0 0 0 0 1 10 2 0 2 0 15 00000 00005:00 PM 0 0 0 0 0 0 2 8 0 0 7 0 17 00000 00005:15 PM 0 0 0 0 0 0 0 6 1 0 2 1 10 00000 00005:30 PM 0 0 0 0 0 0 1 9 1 0 1 0 12 00000 00005:45 PM 0 0 0 0 0 1 0 3 0 0 4 0 8 00000 0000VOLUMES0 0 2 1 0 2 7 65 9 0 35 1 122 0000 0 0000APPROACH % 0% 0% 100% 33% 0% 67% 9% 80% 11% 0% 97% 3%APP/DEPART 2 /8 3 /9 81 /68 36 /37 0 BEGIN PEAK HR VOLUMES 0 0 2 1 0 1 4 39 7 0 21 0 75 0000 APPROACH % 0% 0% 100% 50% 0% 50% 8% 78% 14% 0% 100% 0% PEAK HR FACTOR 0.250 0.250 0.658 0.583 0.670 APP/DEPART 2 /4 2 /7 50 /42 21 /22 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM8:00 AM PM4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-92 T42321 DATE:LOCATION:PROJECT #:SCTue, Apr 13, 21 NORTH & SOUTH:LOCATION #:3 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0 7:00 AM 6 0 9 0 0 1 2 30 17 7 52 1 125 0 0 0 0 0 5 0 0 07:15 AM 5 0 4 3 0 1 2 26 9 10 69 0 129 0 0 0 0 0 3 1 0 07:30 AM 5 0 6 3 0 4 2 47 7 5 91 1 171 0 0 0 0 0 5 1 1 17:45 AM 2 1 5 1 0 2 2 48 16 6 119 4 206 0 0 0 0 0 4 2 4 08:00 AM 4 0 5 2 1 1 2 52 5 7 65 5 149 0 0 0 0 0 5 1 0 08:15 AM 1 2 0 1 1 2 0 45 9 4 61 3 129 0 0 0 0 0 0 2 0 08:30 AM 3 1 3 1 0 4 4 57 5 4 65 2 149 0 0 1 0 1 2 4 0 08:45 AM 3 0 3 2 0 3 2 47 3 5 62 3 133 0 0 0 0 0 2 3 1 0VOLUMES29 4 35 13 2 18 16 352 71 48 584 19 1,191 0 0 1 0 1 26 14 6 1APPROACH %43%6%51%39%6%55%4%80%16%7%90%3%APP/DEPART 68 /38 33 /121 439 /400 651 /632 0 BEGIN PEAK HRVOLUMES 16 1 20 9 1 8 8 173 37 28 344 10 655 17 5 5 1APPROACH %43%3%54%50%6%44%4%79%17%7%90%3%PEAK HR FACTOR 0.841 0.643 0.826 0.740 0.795 APP/DEPART 37 /19 18 /66 218 /202 382 /368 0 04:00 PM 13 0 6 3 0 5 3 194 4 5 85 3 321 0 0 1 0 1 4 5 0 04:15 PM 10 2 5 3 0 2 4 207 2 13 72 3 323 0 0 0 0 0 2 1 0 14:30 PM 13 0 10 2 2 7 5 222 4 8 80 5 358 0 0 1 0 1 6 4 2 24:45 PM 6 2 7 1 2 5 2 201 4 6 65 2 303 0 0 0 0 0 4 4 2 05:00 PM 15 1 21 7 1 6 7 215 4 12 87 6 382 0 0 0 0 0 9 5 2 15:15 PM 14 1 32 5 0 11 5 184 16 6 52 2 328 0 1 0 0 1 16 9 4 15:30 PM 23 2 25 5 4 1 6 186 9 15 77 2 355 0 0 0 0 0 13 1 3 15:45 PM 14 3 16 5 0 3 2 111 8 9 55 8 234 0 0 0 0 0 7 2 4 0VOLUMES108 11 122 31 9 40 34 1,520 51 74 573 31 2,604 0 1 2 0 3 61 31 17 6APPROACH %45%5%51%39%11%50%2%95%3%11%85%5%APP/DEPART 241 /75 80 /134 1,605 /1,672 678 /723 0 BEGIN PEAK HRVOLUMES 48 4 70 15 5 29 19 822 28 32 284 15 1,371 35 22 10 4APPROACH %39%3%57%31%10%59%2%95%3%10%86%5%PEAK HR FACTOR 0.649 0.766 0.940 0.788 0.897 APP/DEPART 122 /38 49 /65 869 /906 331 /362 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 2 0 3 1 0 0 0 1 0 0 2 0 2 8:15 AM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 0 4 1 6 1 0 2 0 3 0 0 2 1 3 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 4:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 3 3 0 0 0 3 3 0 0 0 0 0 5:15 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 5:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 5:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2 TOTAL 0 0 5 6 11 0 0 2 3 5 0 0 3 3 6 RTOR INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana OleanderSlover U-TURNS Oleander Oleander Slover Slover BICYCLE CROSSINGS AMPMAM7:15 AM PM4:30 PM ALL PED AND BIKE PEDESTRIAN CROSSINGS Add U-Turns to Left Turns 3.1-93 113 58 11 44 TOTAL 113 80 40 9 31 PM 75 33 18 2 13 AM 38 651 678 1,329 1,355 723 632 19 31 50 584 573 1,157 TOTALPMAM48 74 122 50 34 16 AMPMTOTAL1,872 1,520 352 122 51 71 400 1,672 2,072 2,044 1,605 439 121 AM 29 4 35 68 134 PM 108 11 122 241 255 TOTAL 137 15 157 309 67 37 6 24 TOTAL 57 49 29 5 15 PM 38 18 8 1 9 AM 19 382 331 713 730 362 368 10 15 25 344 284 628 TOTALPMAMAM 7:15 AM 8:45 AM 28 32 60 27 19 8 #N/A AMPMTOTAL995 822 173 PM 4:30 PM 3:45 PM 65 28 37 202 906 1,108 1,087 869 218 66 AM 16 1 20 37 65 PM 48 4 70 122 131 Total 64 5 90 159 Oleander AimTD LLC TURNING MOVEMENT COUNTS Oleander SloverSloverFontana SC ALL HOURS Oleander Oleander SloverSloverPEAK HOUR 3.1-94 DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 2: NOTES:AM ▲2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000 7:00 AM 0 0 1 0 0 0 2 3 0 0 4 0 10 00000 00007:15 AM 1 0 1 1 0 0 0 3 0 0 6 0 12 00000 00007:30 AM 0 0 1 0 0 0 0 5 0 0 8 0 14 00000 10007:45 AM 0 0 0 0 0 0 0 10 0 0 6 1 17 00000 00008:00 AM 0 0 1 0 1 0 0 7 0 0 9 0 18 00000 10008:15 AM 0 1 0 0 0 0 0 5 1 0 3 0 10 00000 00008:30 AM 0 0 0 0 0 1 0 10 0 0 7 0 18 00000 01008:45 AM 1 0 0 0 0 0 1 4 0 0 12 0 18 00000 0000VOLUMES2 1 4 1 1 1 3 47 1 0 55 1 117 0000 0 2100APPROACH % 29% 14% 57% 33% 33% 33% 6% 92% 2% 0% 98% 2%APP/DEPART 7 /5 3 /2 51 /52 56 /58 0 BEGIN PEAK HRVOLUMES 1 0 3 1 1 0 0 25 0 0 29 1 61 2000APPROACH % 25% 0% 75% 50% 50% 0% 0% 100% 0% 0% 97% 3%PEAK HR FACTOR 0.500 0.500 0.625 0.833 0.847 APP/DEPART 4 /1 2 /1 25 /29 30 /30 0 04:00 PM 1 0 0 0 0 1 0 17 0 0 4 0 23 00000 01004:15 PM 1 1 0 1 0 0 1 7 0 0 6 0 17 00000 00004:30 PM 1 0 0 0 1 1 1 18 0 0 4 2 28 00000 01004:45 PM 0 1 0 0 1 0 0 1 1 0 5 0 9 00000 00005:00 PM 1 0 1 2 0 1 0 14 0 0 6 0 25 00000 01005:15 PM 0 0 0 0 0 0 0 8 1 1 3 0 13 00000 00005:30 PM 0 0 0 0 0 1 2 12 0 0 2 0 17 00000 01005:45 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 00000 0000VOLUMES4 2 1 3 2 4 4 79 2 1 31 2 135 0000 0 0400APPROACH % 57% 29% 14% 33% 22% 44% 5% 93% 2% 3% 91% 6%APP/DEPART 7 /8 9 /5 85 /83 34 /39 0 BEGIN PEAK HRVOLUMES 2 1 1 2 2 2 1 41 2 1 18 2 75 0200APPROACH % 50% 25% 25% 33% 33% 33% 2% 93% 5% 5% 86% 10%PEAK HR FACTOR 0.500 0.500 0.579 0.875 0.670 APP/DEPART 4 /4 6 /5 44 /44 21 /22 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM7:15 AM PM4:30 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-95 DATE:LOCATION:Fontana PROJECT #: SC 4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 3: NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1101 1 0120120 0000 7:00 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0000 0 00007:15 AM 0 0 0 1 0 0 0 2 0 0 1 0 4 0000 0 00007:30 AM 0 0 1 0 0 1 0 0 0 0 1 0 3 0000 0 10007:45 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00008:00 AM 0 0 0 0 0 0 0 1 0 0 4 0 5 0000 0 00008:15 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0000 0 00008:30 AM 0 0 0 0 0 0 0 5 0 0 3 0 8 0000 0 00008:45 AM 0 0 0 0 0 0 0 0 1 0 2 0 3 0000 0 0000VOLUMES0 0 1 1 0 1 0 15 2 0 17 0 37 0000 0 1000APPROACH % 0% 0% 100% 50% 0% 50% 0% 88% 12% 0% 100% 0%APP/DEPART 1 /0 2 /2 17 /17 17 /18 0 BEGIN PEAK HRVOLUMES 0 0 1 1 0 1 0 5 1 0 7 0 16 1000APPROACH % 0% 0% 100% 50% 0% 50% 0% 83% 17% 0% 100% 0%PEAK HR FACTOR 0.250 0.500 0.500 0.438 0.800 APP/DEPART 1 /0 2 /1 6 /7 7 /8 0 04:00 PM 0 0 0 0 0 0 0 4 0 0 3 0 7 0000 0 0000 4:15 PM 0 0 0 0 0 1 0 5 0 0 1 0 7 0000 0 0000 4:30 PM 0 0 0 1 0 0 0 6 0 0 3 0 10 0000 0 0000 4:45 PM 0 0 0 0 0 1 0 4 0 0 1 0 6 0000 0 0000 5:00 PM 0 0 0 0 0 0 1 3 0 0 2 0 6 0000 0 0000 5:15 PM 0 0 1 0 0 0 0 2 0 0 3 0 6 0000 0 0000 5:30 PM 0 0 0 0 0 0 0 2 0 0 3 0 5 0000 0 0000 5:45 PM 0 0 0 0 0 0 0 3 0 0 0 0 3 0000 0 0000 VOLUMES 0 0 1 1 0 2 1 29 0 0 16 0 50 0000 0 0000 APPROACH % 0% 0% 100% 33% 0% 67% 3% 97% 0% 0% 100% 0% APP/DEPART 1 /1 3 /0 30 /31 16 /18 0 BEGIN PEAK HR VOLUMES 0 0 1 1 0 1 1 15 0 0 9 0 28 0000APPROACH % 0% 0% 100% 50% 0% 50% 6% 94% 0% 0% 100% 0%PEAK HR FACTOR 0.250 0.500 0.667 0.750 0.700 APP/DEPART 1 /1 2 /0 16 /17 9 /10 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM7:15 AM PM4:30 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-96 DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000 7:00 AM 1 0 0 0 0 0 0 2 1 0 3 0 7 00000 00007:15 AM 2 0 0 0 0 0 0 2 0 0 3 0 7 00000 00007:30 AM 1 0 1 0 0 0 0 9 0 0 6 0 17 00000 00007:45 AM 0 0 0 0 0 0 0 4 0 1 18 0 23 00000 00008:00 AM 0 0 0 0 0 0 0 4 0 0 7 0 11 00000 00008:15 AM 0 0 0 0 0 0 0 4 1 0 16 0 21 00000 00008:30 AM 0 0 0 0 0 0 0 4 0 0 12 0 16 00000 00008:45 AM 0 0 0 0 0 0 0 2 0 0 10 2 14 00000 0000VOLUMES4 0 1 0 0 0 0 31 2 1 75 2 116 0000 0 0000APPROACH % 80% 0% 20% 0% 0% 0% 0% 94% 6% 1% 96% 3%APP/DEPART 5 /2 0 /3 33 /32 78 /79 0 BEGIN PEAK HRVOLUMES 3 0 1 0 0 0 0 19 0 1 34 0 58 0000APPROACH % 75% 0% 25% 0% 0% 0% 0% 100% 0% 3% 97% 0%PEAK HR FACTOR 0.500 0.000 0.528 0.461 0.630 APP/DEPART 4 /0 0 /1 19 /20 35 /37 0 04:00 PM 0 0 0 0 0 0 0 15 0 0 7 0 22 00000 00004:15 PM 0 0 0 0 0 0 0 15 0 1 1 0 17 00000 00004:30 PM 0 0 1 0 0 0 0 5 0 0 3 0 9 00000 10004:45 PM 0 0 0 0 0 0 0 12 0 1 6 0 19 00000 00005:00 PM 0 0 1 0 0 0 0 12 0 0 4 0 17 00000 00005:15 PM 1 0 0 0 0 1 0 11 1 0 1 0 15 00000 00005:30 PM 0 0 0 0 0 0 0 13 0 1 12 0 26 00000 00005:45 PM 0 0 1 0 0 0 0 8 0 0 4 0 13 00000 0000VOLUMES1 0 3 0 0 1 0 91 1 3 38 0 138 0000 0 1000APPROACH % 25% 0% 75% 0% 0% 100% 0% 99% 1% 7% 93% 0%APP/DEPART 4 /0 1 /4 92 /94 41 /40 0 BEGIN PEAK HRVOLUMES 1 0 2 0 0 1 0 40 1 1 14 0 60 1000APPROACH % 33% 0% 67% 0% 0% 100% 0% 98% 2% 7% 93% 0%PEAK HR FACTOR 0.750 0.250 0.854 0.536 0.789 APP/DEPART 3 /0 1 /2 41 /42 15 /16 0 Oleander NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Oleander RTORU-TURNS Oleander Oleander Slover Slover AM7:15 AM PM4:30 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-97 T816 DATE:LOCATION:PROJECT #:SC1715Tue, May 8, 18 NORTH & SOUTH:LOCATION #:15 EAST & WEST:CONTROL:SIGNAL NOTES:AM ▲ PM N MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 2 0 2 1 1 2 2 0 1 2 1 0 0 0 0 0 0 0 0 7:00 AM 9 57 13 26 72 150 69 57 11 11 125 28 628 0 0 0 0 0 6 41 6 47:15 AM 9 72 14 44 111 173 89 88 9 8 162 47 826 0 0 0 0 0 3 50 1 127:30 AM 16 85 14 36 80 72 60 67 9 8 93 30 570 0 0 0 0 0 1 18 1 97:45 AM 13 68 12 30 58 70 27 60 4 5 101 37 485 0 0 0 0 0 4 27 1 138:00 AM 7 60 10 29 41 30 17 62 5 3 60 29 353 0 0 0 0 0 1 19 0 118:15 AM 12 55 8 25 46 44 20 31 5 3 49 27 325 0 0 0 0 0 0 21 0 78:30 AM 6 64 12 22 39 27 21 40 9 4 58 24 326 0 0 0 0 0 6 14 3 158:45 AM 8 54 6 33 45 27 17 69 7 9 24 20 319 0 0 0 0 0 0 15 5 79:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VOLUMES80 515 89 245 492 593 320 474 59 51 672 242 3,832 0 0 0 0 0 21 205 17 78APPROACH %12%75%13%18%37%45%38%56%7%5%70%25%APP/DEPART 684 /1,077 1,330 /602 853 /808 965 /1,345 0 BEGIN PEAK HRVOLUMES 47 282 53 136 321 465 245 272 33 32 481 142 2,509 14 136 9 38APPROACH %12%74%14%15%35%50%45%49%6%5%73%22%PEAK HR FACTOR 0.830 0.703 0.739 0.755 0.759 APP/DEPART 382 /669 922 /386 550 /461 655 /993 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 3 145 4 56 45 20 73 160 11 2 60 83 662 0 0 0 0 0 0 14 3 234:15 PM 10 104 5 49 54 18 92 180 12 5 70 70 669 0 0 0 0 0 1 3 1 214:30 PM 4 108 6 53 60 24 67 172 9 7 64 57 631 0 0 0 0 0 0 12 3 154:45 PM 5 122 3 53 52 22 61 143 14 5 50 64 594 0 0 0 0 0 1 8 2 105:00 PM 8 102 3 53 67 29 81 181 14 3 50 71 662 0 0 0 0 0 1 8 3 195:15 PM 5 111 10 61 69 27 73 170 16 8 60 58 668 0 0 0 0 0 0 3 3 215:30 PM 5 114 11 64 57 32 65 163 11 8 57 52 639 0 0 0 0 0 1 17 2 115:45 PM 7 84 15 57 56 36 42 126 12 5 61 51 552 0 0 0 0 0 2 11 2 20VOLUMES47 890 57 446 460 208 554 1,295 99 43 472 506 5,077 0 0 0 0 0 6 76 19 140APPROACH %5%90%6%40%41%19%28%66%5%4%46%50%APP/DEPART 994 /1,950 1,114 /602 1,948 /1,798 1,021 /727 0 BEGIN PEAK HRVOLUMES 23 449 27 231 245 110 280 657 55 24 217 245 2,563 3 36 10 61APPROACH %5%90%5%39%42%19%28%66%6%5%45%50%PEAK HR FACTOR 0.960 0.933 0.899 0.964 0.959 APP/DEPART 499 /974 586 /324 992 /915 486 /350 0 Cypress NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Cypress E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 1 5 1 1 8 1 3 1 1 6 0 2 0 0 2 7:15 AM 2 5 4 0 11 1 5 3 0 9 1 0 1 0 2 7:30 AM 1 1 2 1 5 1 1 1 1 4 0 0 1 0 1 7:45 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 8:00 AM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 8:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 8:30 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 14 12 3 33 3 10 6 2 28 1 2 2 0 5 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 4:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 5:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 1 0 2 0 0 1 0 1 0 1 0 0 1 TOTAL 0 5 1 2 8 0 2 0 1 6 0 0 0 0 2 RTOR INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com Fontana CypressSlover U-TURNS Cypress Cypress Slover Slover BICYCLE CROSSINGS AMPMAM7:00 AM PM4:45 PM ALL PED AND BIKE PEDESTRIAN CROSSINGS Add U-Turns to Left Turns 3.1-98 2,444 801 952 691 TOTAL 3,027 1,114 208 460 446 PM 1,950 1,330 593 492 245 AM 1,077 965 1,021 1,986 2,072 727 1,345 242 506 748 672 472 1,144 TOTALPMAM51 43 94 874 554 320 AMPMTOTAL1,769 1,295 474 158 99 59 808 1,798 2,606 2,801 1,948 853 602 AM 80 515 89 684 602 PM 47 890 57 994 1,204 TOTAL 127 1,405 146 1,678 1,508 575 566 367 TOTAL 1,643 586 110 245 231 PM 974 922 465 321 136 AM 669 655 486 1,141 1,343 350 993 142 245 387 481 217 698 TOTALPMAMAM 7:00 AM 8:45 AM 32 24 56 525 280 245 #N/A AMPMTOTAL929 657 272 PM 4:45 PM 3:45 PM 88 55 33 461 915 1,376 1,542 992 550 386 AM 47 282 53 382 324 PM 23 449 27 499 710 Total 70 731 80 881 Cypress AimTD LLC TURNING MOVEMENT COUNTS Cypress SloverSloverFontana SC1715 ALL HOURS Cypress Cypress SloverSloverPEAK HOUR 3.1-99 DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Cypress LOCATION #: 15 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 2: NOTES:AM ▲2-AXLE PM N WORK MD ◄ W E ► VEHICLES/OTHER S TRUCKS OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:120211220121 0000 7:00 AM 1 2 0 1 3 0 0 2 0 1 6 0 16 00000 00007:15 AM 1 1 0 4 0 0 1 7 0 0 4 2 20 00000 00007:30 AM 0 3 1 0 2 1 2 4 1 2 5 1 22 00000 01017:45 AM 1 2 1 0 5 0 3 4 0 0 5 2 23 00000 10018:00 AM 0 5 0 0 2 1 3 5 1 0 2 1 20 00000 01008:15 AM 1 2 0 1 1 0 1 3 0 0 4 1 14 00000 00008:30 AM 0 3 1 2 1 2 2 3 2 0 3 0 19 00000 12108:45 AM 1 2 0 2 3 2 1 5 1 0 1 1 19 00000 01109:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES5 20 3 10 17 6 13 33 5 3 30 8 153 0000 0 2522APPROACH % 18% 71% 11% 30% 52% 18% 25% 65% 10% 7% 73% 20%APP/DEPART 28 /41 33 /25 51 /46 41 /41 0 BEGIN PEAK HRVOLUMES 2 11 2 4 9 2 9 20 2 2 16 6 85 1202APPROACH % 13% 73% 13% 27% 60% 13% 29% 65% 6% 8% 67% 25%PEAK HR FACTOR 0.750 0.750 0.861 0.750 0.924 APP/DEPART 15 /26 15 /13 31 /26 24 /20 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 4 0 1 0 0 0 10 0 0 1 0 16 00000 00004:15 PM 1 4 0 2 2 0 2 9 0 0 3 2 25 00000 00004:30 PM 0 3 0 1 1 0 0 6 0 0 3 4 18 00000 00014:45 PM 0 8 0 0 0 1 2 10 0 0 0 1 22 00000 00005:00 PM 0 3 0 1 0 2 0 7 0 0 3 1 17 00000 00005:15 PM 0 5 1 1 1 1 2 6 1 0 2 1 21 00000 00005:30 PM 0 6 1 1 1 0 0 4 0 0 1 0 14 00000 00005:45 PM 0 2 0 2 1 1 0 7 0 0 2 0 15 00000 0100VOLUMES1 35 2 9 6 5 6 59 1 0 15 9 148 0000 0 0101APPROACH % 3% 92% 5% 45% 30% 25% 9% 89% 2% 0% 63% 38%APP/DEPART 38 /50 20 /7 66 /70 24 /21 0 BEGIN PEAK HR VOLUMES 1 18 0 4 3 3 4 32 0 0 9 8 82 0001 APPROACH % 5% 95% 0% 40% 30% 30% 11% 89% 0% 0% 53% 47% PEAK HR FACTOR 0.594 0.625 0.750 0.607 0.820 APP/DEPART 19 /30 10 /3 36 /36 17 /13 0 Cypress NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Cypress RTORU-TURNS Cypress Cypress Slover Slover AM7:15 AM PM4:15 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-100 DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Cypress LOCATION #: 15 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 3: NOTES:AM ▲ 3-AXLE PM N TRUCKS MD ◄ W E ► OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1202 1 1220121 0000 7:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0000 0 00007:15 AM 0 0 0 0 0 0 1 1 0 0 1 0 3 0000 0 00007:30 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0000 0 00007:45 AM 1 0 0 0 0 0 2 1 0 0 3 0 7 0000 0 00008:00 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0000 0 00008:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0000 0 00008:30 AM 0 0 0 0 2 0 0 2 0 0 1 1 6 0000 0 00018:45 AM 0 0 0 0 0 0 0 5 0 0 0 0 5 0000 0 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES1 0 0 0 2 0 3 12 0 0 10 1 29 0000 0 0001APPROACH % 100% 0% 0% 0% 100% 0% 20% 80% 0% 0% 91% 9%APP/DEPART 1 /4 2 /2 15 /12 11 /11 0 BEGIN PEAK HRVOLUMES 1 0 0 0 2 0 2 5 0 0 7 1 18 0001APPROACH % 100% 0% 0% 0% 100% 0% 29% 71% 0% 0% 88% 13%PEAK HR FACTOR 0.250 0.250 0.583 0.667 0.643 APP/DEPART 1 /3 2 /2 7 /5 8 /8 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000 4:00 PM 0 1 0 0 0 0 0 3 0 0 3 0 7 0000 0 0000 4:15 PM 0 1 0 0 0 0 0 3 0 0 1 0 5 0000 0 0000 4:30 PM 0 0 0 0 1 1 0 3 0 0 2 0 7 0000 0 0100 4:45 PM 1 1 0 0 0 0 0 3 0 0 0 0 5 0000 0 0000 5:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0000 0 0000 5:15 PM 0 0 0 0 0 0 0 5 0 0 1 0 6 0000 0 0000 5:30 PM 1 1 1 0 0 0 0 1 0 0 0 0 4 0000 0 0000 5:45 PM 0 0 0 0 0 0 0 4 0 0 0 0 4 0000 0 0000VOLUMES2 4 1 0 1 1 0 24 0 0 8 0 41 0000 0 0100APPROACH % 29% 57% 14% 0% 50% 50% 0% 100% 0% 0% 100% 0%APP/DEPART 7 /4 2 /1 24 /25 8 /11 0 BEGIN PEAK HRVOLUMES 1 3 0 0 1 1 0 12 0 0 6 0 24 0100APPROACH % 25% 75% 0% 0% 50% 50% 0% 100% 0% 0% 100% 0%PEAK HR FACTOR 0.500 0.250 1.000 0.500 0.857 APP/DEPART 4 /3 2 /1 12 /12 6 /8 0 Cypress NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Cypress RTORU-TURNS Cypress Cypress Slover Slover AM7:45 AM PM4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-101 DATE:LOCATION:Fontana PROJECT #: SC1715 5/8/18 NORTH & SOUTH: Cypress LOCATION #: 15 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL CLASS 4:NOTES:AM ▲ 4 OR MORE PM N AXLE MD ◄ W E ► TRUCKS OTHER S OTHER ▼ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:120211220121 0000 7:00 AM 0 0 0 0 0 0 0 1 1 0 2 0 4 00000 00007:15 AM 0 0 1 0 1 0 0 0 0 0 3 0 5 00000 00007:30 AM 0 0 0 0 0 0 0 2 0 0 1 1 4 00000 00017:45 AM 0 0 0 0 0 0 1 1 0 0 4 2 8 00000 00008:00 AM 0 0 0 1 0 0 0 5 0 1 4 0 11 00000 00008:15 AM 1 1 0 0 0 0 0 2 0 1 3 0 8 00000 00008:30 AM 0 0 1 0 0 0 0 3 0 0 3 0 7 00000 10008:45 AM 0 2 0 0 0 0 0 3 0 0 4 0 9 00000 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES1 3 2 1 1 0 1 17 1 2 24 3 56 0000 0 1001APPROACH % 17% 50% 33% 50% 50% 0% 5% 89% 5% 7% 83% 10%APP/DEPART 6 /7 2 /4 19 /20 29 /25 0 BEGIN PEAK HRVOLUMES 1 3 1 1 0 0 0 13 0 2 14 0 35 1000APPROACH % 20% 60% 20% 100% 0% 0% 0% 100% 0% 13% 88% 0%PEAK HR FACTOR 0.625 0.250 0.650 0.800 0.795 APP/DEPART 5 /3 1 /2 13 /15 16 /15 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 0 0 0 0 10 0 0 4 0 14 00000 00004:15 PM 1 0 0 0 0 0 1 11 0 0 6 0 19 00000 00004:30 PM 0 0 0 0 0 0 0 9 0 0 5 0 14 00000 00004:45 PM 0 1 0 1 0 0 1 8 0 0 6 2 19 00000 00005:00 PM 0 1 0 0 0 0 0 6 0 0 6 0 13 00000 00005:15 PM 0 0 0 0 0 0 0 9 0 0 2 0 11 00000 00005:30 PM 0 0 0 1 0 0 0 7 1 0 2 0 11 00000 00005:45 PM 0 0 0 0 0 0 0 5 0 0 4 0 9 00000 0000VOLUMES1 2 0 2 0 0 2 65 1 0 35 2 110 0000 0 0000APPROACH % 33% 67% 0% 100% 0% 0% 3% 96% 1% 0% 95% 5%APP/DEPART 3 /6 2 /1 68 /67 37 /36 0 BEGIN PEAK HR VOLUMES 1 1 0 1 0 0 2 38 0 0 21 2 66 0000 APPROACH % 50% 50% 0% 100% 0% 0% 5% 95% 0% 0% 91% 9% PEAK HR FACTOR 0.500 0.250 0.833 0.719 0.868 APP/DEPART 2 /5 1 /0 40 /39 23 /22 0 Cypress NORTH SIDE Slover WEST SIDE EAST SIDE Slover SOUTH SIDE Cypress RTORU-TURNS Cypress Cypress Slover Slover AM8:00 AM PM4:00 PM INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com 3.1-102 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 1 3 6 70 0 76 5 0 12 17 4 36 5 45 141 07:15 AM 0 1 4 5 13 119 1 133 10 0 6 16 0 71 9 80 234 07:30 AM 2 1 0 3 17 143 3 163 10 0 13 23 2 62 7 71 260 07:45 AM 1 0 4 5 15 118 2 135 4 0 14 18 5 101 12 118 276 Total 5 2 9 16 51 450 6 507 29 0 45 74 11 270 33 314 911 08:00 AM 3 0 2 5 19 146 2 167 15 0 11 26 2 100 5 107 305 08:15 AM 2 0 1 3 17 94 4 115 4 0 13 17 1 104 16 121 256 08:30 AM 1 1 0 2 16 68 1 85 5 1 9 15 1 92 10 103 205 08:45 AM 4 0 2 6 12 63 2 77 3 0 10 13 2 71 10 83 179 Total 10 1 5 16 64 371 9 444 27 1 43 71 6 367 41 414 945 Grand Total 15 3 14 32 115 821 15 951 56 1 88 145 17 637 74 728 1856 Apprch %46.9 9.4 43.8 12.1 86.3 1.6 38.6 0.7 60.7 2.3 87.5 10.2 Total %0.8 0.2 0.8 1.7 6.2 44.2 0.8 51.2 3 0.1 4.7 7.8 0.9 34.3 4 39.2 Passenger Vehicles 8 2 9 19 112 747 10 869 54 1 85 140 9 574 72 655 1683 % Passenger Vehicles 53.3 66.7 64.3 59.4 97.4 91 66.7 91.4 96.4 100 96.6 96.6 52.9 90.1 97.3 90 90.7 Large 2 Axle Vehicles 3 1 4 8 3 32 1 36 2 0 3 5 4 35 1 40 89 % Large 2 Axle Vehicles 20 33.3 28.6 25 2.6 3.9 6.7 3.8 3.6 0 3.4 3.4 23.5 5.5 1.4 5.5 4.8 3 Axle Vehicles 2 0 1 3 0 18 4 22 0 0 0 0 2 10 0 12 37 % 3 Axle Vehicles 13.3 0 7.1 9.4 0 2.2 26.7 2.3 0 0 0 0 11.8 1.6 0 1.6 2 4+ Axle Trucks 2 0 0 2 0 24 0 24 0 0 0 0 2 18 1 21 47 % 4+ Axle Trucks 13.3 0 0 6.2 0 2.9 0 2.5 0 0 0 0 11.8 2.8 1.4 2.9 2.5 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 1 0 3 17 143 3 163 10 0 13 23 2 62 7 71 260 07:45 AM 1 0 4 5 15 118 2 135 4 0 14 18 5 101 12 118 276 08:00 AM 3 0 2 5 19 146 2 167 15 0 11 26 2 100 5 107 305 08:15 AM 2 0 1 3 17 94 4 115 4 0 13 17 1 104 16 121 256 Total Volume 8 1 7 16 68 501 11 580 33 0 51 84 10 367 40 417 1097 % App. Total 50 6.2 43.8 11.7 86.4 1.9 39.3 0 60.7 2.4 88 9.6 PHF .667 .250 .438 .800 .895 .858 .688 .868 .550 .000 .911 .808 .500 .882 .625 .862 .899 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-103 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 7 Thru 1 Left 8 InOut Total 21 16 37 Right11 Thru501 Left68 OutTotalIn426 580 1006 Left 33 Thru 0 Right 51 Out TotalIn 109 84 193 Left10 Thru367 Right40 TotalOutIn541 417 958 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:45 AM +0 mins.0 1 4 5 13 119 1 133 10 0 13 23 5 101 12 118 +15 mins.2 1 0 3 17 143 3 163 4 0 14 18 2 100 5 107 +30 mins.1 0 4 5 15 118 2 135 15 0 11 26 1 104 16 121 +45 mins.3 0 2 5 19 146 2 167 4 0 13 17 1 92 10 103 Total Volume 6 2 10 18 64 526 8 598 33 0 51 84 9 397 43 449 % App. Total 33.3 11.1 55.6 10.7 88 1.3 39.3 0 60.7 2 88.4 9.6 PHF .500 .500 .625 .900 .842 .901 .667 .895 .550 .000 .911 .808 .450 .954 .672 .928 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-104 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 0 2 5 68 0 73 5 0 12 17 1 32 5 38 130 07:15 AM 0 1 4 5 13 109 1 123 10 0 6 16 0 65 9 74 218 07:30 AM 2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64 234 07:45 AM 1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105 252 Total 5 2 7 14 48 417 4 469 27 0 43 70 6 242 33 281 834 08:00 AM 2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98 286 08:15 AM 0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112 231 08:30 AM 1 0 0 1 16 51 1 68 5 1 9 15 1 84 10 95 179 08:45 AM 0 0 1 1 12 56 2 70 3 0 10 13 1 60 8 69 153 Total 3 0 2 5 64 330 6 400 27 1 42 70 3 332 39 374 849 Grand Total 8 2 9 19 112 747 10 869 54 1 85 140 9 574 72 655 1683 Apprch %42.1 10.5 47.4 12.9 86 1.2 38.6 0.7 60.7 1.4 87.6 11 Total %0.5 0.1 0.5 1.1 6.7 44.4 0.6 51.6 3.2 0.1 5.1 8.3 0.5 34.1 4.3 38.9 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64 234 07:45 AM 1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105 252 08:00 AM 2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98 286 08:15 AM 0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112 231 Total Volume 5 1 4 10 66 463 6 535 31 0 48 79 6 333 40 379 1003 % App. Total 50 10 40 12.3 86.5 1.1 39.2 0 60.8 1.6 87.9 10.6 PHF .625 .250 .333 .625 .868 .833 .750 .836 .517 .000 .923 .790 .300 .876 .625 .846 .877 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-105 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 4 Thru 1 Left 5 InOut Total 12 10 22 Right6 Thru463 Left66 OutTotalIn386 535 921 Left 31 Thru 0 Right 48 Out TotalIn 107 79 186 Left6 Thru333 Right40 TotalOutIn498 379 877 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64 +15 mins.1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105 +30 mins.2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98 +45 mins.0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112 Total Volume 5 1 4 10 66 463 6 535 31 0 48 79 6 333 40 379 % App. Total 50 10 40 12.3 86.5 1.1 39.2 0 60.8 1.6 87.9 10.6 PHF .625 .250 .333 .625 .868 .833 .750 .836 .517 .000 .923 .790 .300 .876 .625 .846 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-106 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 1 1 1 0 0 1 0 0 0 0 2 1 0 3 5 07:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 4 0 4 11 07:30 AM 0 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4 12 07:45 AM 0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6 11 Total 0 0 2 2 3 13 0 16 2 0 2 4 2 15 0 17 39 08:00 AM 0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9 13 08:15 AM 2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5 13 08:30 AM 0 1 0 1 0 8 0 8 0 0 0 0 0 3 0 3 12 08:45 AM 1 0 1 2 0 4 0 4 0 0 0 0 0 5 1 6 12 Total 3 1 2 6 0 19 1 20 0 0 1 1 2 20 1 23 50 Grand Total 3 1 4 8 3 32 1 36 2 0 3 5 4 35 1 40 89 Apprch %37.5 12.5 50 8.3 88.9 2.8 40 0 60 10 87.5 2.5 Total %3.4 1.1 4.5 9 3.4 36 1.1 40.4 2.2 0 3.4 5.6 4.5 39.3 1.1 44.9 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4 12 07:45 AM 0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6 11 08:00 AM 0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9 13 08:15 AM 2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5 13 Total Volume 2 0 2 4 2 13 1 16 2 0 3 5 2 22 0 24 49 % App. Total 50 0 50 12.5 81.2 6.2 40 0 60 8.3 91.7 0 PHF .250 .000 .500 .333 .500 .813 .250 .800 .250 .000 .750 .417 .250 .786 .000 .667 .942 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-107 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 2 Thru 0 Left 2 InOut Total 3 4 7 Right1 Thru13 Left2 OutTotalIn27 16 43 Left 2 Thru 0 Right 3 Out TotalIn 2 5 7 Left2 Thru22 Right0 TotalOutIn17 24 41 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4 +15 mins.0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6 +30 mins.0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9 +45 mins.2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5 Total Volume 2 0 2 4 2 13 1 16 2 0 3 5 2 22 0 24 % App. Total 50 0 50 12.5 81.2 6.2 40 0 60 8.3 91.7 0 PHF .250 .000 .500 .333 .500 .813 .250 .800 .250 .000 .750 .417 .250 .786 .000 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-108 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 2 07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 07:30 AM 0 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1 4 07:45 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6 Total 0 0 0 0 0 8 2 10 0 0 0 0 2 2 0 4 14 08:00 AM 0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 08:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5 08:45 AM 2 0 0 2 0 2 0 2 0 0 0 0 0 5 0 5 9 Total 2 0 1 3 0 10 2 12 0 0 0 0 0 8 0 8 23 Grand Total 2 0 1 3 0 18 4 22 0 0 0 0 2 10 0 12 37 Apprch %66.7 0 33.3 0 81.8 18.2 0 0 0 16.7 83.3 0 Total %5.4 0 2.7 8.1 0 48.6 10.8 59.5 0 0 0 0 5.4 27 0 32.4 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1 4 07:45 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6 08:00 AM 0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 Total Volume 0 0 1 1 0 9 4 13 0 0 0 0 1 4 0 5 19 % App. Total 0 0 100 0 69.2 30.8 0 0 0 20 80 0 PHF .000 .000 .250 .250 .000 .750 .500 .813 .000 .000 .000 .000 .250 .500 .000 .625 .792 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-109 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 1 Thru 0 Left 0 InOut Total 5 1 6 Right4 Thru9 Left0 OutTotalIn4 13 17 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left1 Thru4 Right0 TotalOutIn10 5 15 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1 +15 mins.0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 +30 mins.0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 Total Volume 0 0 1 1 0 9 4 13 0 0 0 0 1 4 0 5 % App. Total 0 0 100 0 69.2 30.8 0 0 0 20 80 0 PHF .000 .000 .250 .250 .000 .750 .500 .813 .000 .000 .000 .000 .250 .500 .000 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-110 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2 10 07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7 Total 0 0 0 0 0 12 0 12 0 0 0 0 1 11 0 12 24 08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 08:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9 08:45 AM 1 0 0 1 0 1 0 1 0 0 0 0 1 1 1 3 5 Total 2 0 0 2 0 12 0 12 0 0 0 0 1 7 1 9 23 Grand Total 2 0 0 2 0 24 0 24 0 0 0 0 2 18 1 21 47 Apprch %100 0 0 0 100 0 0 0 0 9.5 85.7 4.8 Total %4.3 0 0 4.3 0 51.1 0 51.1 0 0 0 0 4.3 38.3 2.1 44.7 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2 10 07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7 08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6 Total Volume 1 0 0 1 0 16 0 16 0 0 0 0 1 8 0 9 26 % App. Total 100 0 0 0 100 0 0 0 0 11.1 88.9 0 PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .250 .400 .000 .450 .650 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-111 File Name : 03_FON_Juniper_Slover AM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 0 Thru 0 Left 1 InOut Total 1 1 2 Right0 Thru16 Left0 OutTotalIn9 16 25 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left1 Thru8 Right0 TotalOutIn16 9 25 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 +30 mins.1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 Total Volume 1 0 0 1 0 16 0 16 0 0 0 0 1 8 0 9 % App. Total 100 0 0 0 100 0 0 0 0 11.1 88.9 0 PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .250 .400 .000 .450 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-112 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190 409 04:15 PM 0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195 375 04:30 PM 0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216 391 04:45 PM 3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198 356 Total 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799 1531 05:00 PM 0 0 0 0 17 133 0 150 6 0 21 27 0 178 4 182 359 05:15 PM 0 0 1 1 19 115 0 134 5 1 22 28 0 167 6 173 336 05:30 PM 0 0 2 2 16 107 0 123 7 0 18 25 1 194 13 208 358 05:45 PM 0 0 0 0 11 117 1 129 4 1 11 16 1 151 6 158 303 Total 0 0 3 3 63 472 1 536 22 2 72 96 2 690 29 721 1356 Grand Total 3 1 10 14 135 995 7 1137 77 3 136 216 9 1432 79 1520 2887 Apprch %21.4 7.1 71.4 11.9 87.5 0.6 35.6 1.4 63 0.6 94.2 5.2 Total %0.1 0 0.3 0.5 4.7 34.5 0.2 39.4 2.7 0.1 4.7 7.5 0.3 49.6 2.7 52.6 Passenger Vehicles 3 0 10 13 134 921 5 1060 76 2 131 209 8 1308 76 1392 2674 % Passenger Vehicles 100 0 100 92.9 99.3 92.6 71.4 93.2 98.7 66.7 96.3 96.8 88.9 91.3 96.2 91.6 92.6 Large 2 Axle Vehicles 0 1 0 1 1 24 1 26 1 1 4 6 1 38 2 41 74 % Large 2 Axle Vehicles 0 100 0 7.1 0.7 2.4 14.3 2.3 1.3 33.3 2.9 2.8 11.1 2.7 2.5 2.7 2.6 3 Axle Vehicles 0 0 0 0 0 17 0 17 0 0 0 0 0 29 0 29 46 % 3 Axle Vehicles 0 0 0 0 0 1.7 0 1.5 0 0 0 0 0 2 0 1.9 1.6 4+ Axle Trucks 0 0 0 0 0 33 1 34 0 0 1 1 0 57 1 58 93 % 4+ Axle Trucks 0 0 0 0 0 3.3 14.3 3 0 0 0.7 0.5 0 4 1.3 3.8 3.2 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190 409 04:15 PM 0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195 375 04:30 PM 0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216 391 04:45 PM 3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198 356 Total Volume 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799 1531 % App. Total 27.3 9.1 63.6 12 87 1 45.8 0.8 53.3 0.9 92.9 6.3 PHF .250 .250 .583 .393 .783 .774 .500 .808 .724 .250 .762 .938 .583 .928 .735 .925 .936 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-113 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 7 Thru 1 Left 3 InOut Total 14 11 25 Right6 Thru523 Left72 OutTotalIn809 601 1410 Left 55 Thru 1 Right 64 Out TotalIn 123 120 243 Left7 Thru742 Right50 TotalOutIn585 799 1384 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190 +15 mins.0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195 +30 mins.0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216 +45 mins.3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198 Total Volume 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799 % App. Total 27.3 9.1 63.6 12 87 1 45.8 0.8 53.3 0.9 92.9 6.3 PHF .250 .250 .583 .393 .783 .774 .500 .808 .724 .250 .762 .938 .583 .928 .735 .925 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-114 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Passenger Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168 372 04:15 PM 0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175 340 04:30 PM 0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192 353 04:45 PM 3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178 331 Total 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713 1396 05:00 PM 0 0 0 0 16 119 0 135 6 0 20 26 0 170 4 174 335 05:15 PM 0 0 1 1 19 109 0 128 5 1 21 27 0 156 6 162 318 05:30 PM 0 0 2 2 16 102 0 118 7 0 18 25 1 180 13 194 339 05:45 PM 0 0 0 0 11 110 1 122 4 0 11 15 1 142 6 149 286 Total 0 0 3 3 62 440 1 503 22 1 70 93 2 648 29 679 1278 Grand Total 3 0 10 13 134 921 5 1060 76 2 131 209 8 1308 76 1392 2674 Apprch %23.1 0 76.9 12.6 86.9 0.5 36.4 1 62.7 0.6 94 5.5 Total %0.1 0 0.4 0.5 5 34.4 0.2 39.6 2.8 0.1 4.9 7.8 0.3 48.9 2.8 52.1 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168 372 04:15 PM 0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175 340 04:30 PM 0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192 353 04:45 PM 3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178 331 Total Volume 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713 1396 % App. Total 30 0 70 12.9 86.4 0.7 46.6 0.9 52.6 0.8 92.6 6.6 PHF .250 .000 .583 .417 .783 .776 .500 .814 .711 .250 .726 .906 .500 .938 .734 .928 .938 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-115 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 7 Thru 0 Left 3 InOut Total 11 10 21 Right4 Thru481 Left72 OutTotalIn724 557 1281 Left 54 Thru 1 Right 61 Out TotalIn 119 116 235 Left6 Thru660 Right47 TotalOutIn542 713 1255 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168 +15 mins.0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175 +30 mins.0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192 +45 mins.3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178 Total Volume 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713 % App. Total 30 0 70 12.9 86.4 0.7 46.6 0.9 52.6 0.8 92.6 6.6 PHF .250 .000 .583 .417 .783 .776 .500 .814 .711 .250 .726 .906 .500 .938 .734 .928 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-116 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7 13 04:15 PM 0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6 11 04:30 PM 0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11 17 04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8 10 Total 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32 51 05:00 PM 0 0 0 0 1 7 0 8 0 0 1 1 0 4 0 4 13 05:15 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2 4 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 05:45 PM 0 0 0 0 0 2 0 2 0 1 0 1 0 0 0 0 3 Total 0 0 0 0 1 10 0 11 0 1 2 3 0 9 0 9 23 Grand Total 0 1 0 1 1 24 1 26 1 1 4 6 1 38 2 41 74 Apprch %0 100 0 3.8 92.3 3.8 16.7 16.7 66.7 2.4 92.7 4.9 Total %0 1.4 0 1.4 1.4 32.4 1.4 35.1 1.4 1.4 5.4 8.1 1.4 51.4 2.7 55.4 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7 13 04:15 PM 0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6 11 04:30 PM 0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11 17 04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8 10 Total Volume 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32 51 % App. Total 0 100 0 0 93.3 6.7 33.3 0 66.7 3.1 90.6 6.2 PHF .000 .250 .000 .250 .000 .583 .250 .625 .250 .000 .250 .250 .250 .659 .500 .727 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-117 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 0 Thru 1 Left 0 InOut Total 2 1 3 Right1 Thru14 Left0 OutTotalIn31 15 46 Left 1 Thru 0 Right 2 Out TotalIn 3 3 6 Left1 Thru29 Right2 TotalOutIn15 32 47 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7 +15 mins.0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6 +30 mins.0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11 +45 mins.0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8 Total Volume 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32 % App. Total 0 100 0 0 93.3 6.7 33.3 0 66.7 3.1 90.6 6.2 PHF .000 .250 .000 .250 .000 .583 .250 .625 .250 .000 .250 .250 .250 .659 .500 .727 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-118 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7 9 04:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7 Total 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20 28 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7 Total 0 0 0 0 0 9 0 9 0 0 0 0 0 9 0 9 18 Grand Total 0 0 0 0 0 17 0 17 0 0 0 0 0 29 0 29 46 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 37 0 37 0 0 0 0 0 63 0 63 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7 9 04:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20 28 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .667 .000 .667 .000 .000 .000 .000 .000 .714 .000 .714 .778 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-119 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Right0 Thru8 Left0 OutTotalIn20 8 28 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left0 Thru20 Right0 TotalOutIn8 20 28 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7 +30 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 +45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .667 .000 .667 .000 .000 .000 .000 .000 .714 .000 .714 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-120 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 1 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10 18 04:15 PM 0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7 15 04:30 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10 15 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 8 Total 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34 56 05:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 4 0 4 10 05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 5 0 5 8 05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 10 0 10 12 05:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7 Total 0 0 0 0 0 13 0 13 0 0 0 0 0 24 0 24 37 Grand Total 0 0 0 0 0 33 1 34 0 0 1 1 0 57 1 58 93 Apprch %0 0 0 0 97.1 2.9 0 0 100 0 98.3 1.7 Total %0 0 0 0 0 35.5 1.1 36.6 0 0 1.1 1.1 0 61.3 1.1 62.4 Juniper Avenue Southbound Slover Avenue Westbound Juniper Avenue Northbound Slover Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10 18 04:15 PM 0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7 15 04:30 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10 15 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 8 Total Volume 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34 56 % App. Total 0 0 0 0 95.2 4.8 0 0 100 0 97.1 2.9 PHF .000 .000 .000 .000 .000 .714 .250 .656 .000 .000 .250 .250 .000 .825 .250 .850 .778 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-121 File Name : 03_FON_Juniper_Slover PM Site Code : 05121403 Start Date : 8/17/2021 Page No : 2 City of Fontana N/S: Juniper Avenue E/W: Slover Avenue Weather: Clear Juniper Avenue Slover Avenue Slover Avenue Juniper Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Right1 Thru20 Left0 OutTotalIn34 21 55 Left 0 Thru 0 Right 1 Out TotalIn 1 1 2 Left0 Thru33 Right1 TotalOutIn20 34 54 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10 +15 mins.0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7 +30 mins.0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 Total Volume 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34 % App. Total 0 0 0 0 95.2 4.8 0 0 100 0 97.1 2.9 PHF .000 .000 .000 .000 .000 .714 .250 .656 .000 .000 .250 .250 .000 .825 .250 .850 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-122 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: North Leg East Leg South Leg West Leg Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue Pedestrians Pedestrians Pedestrians Pedestrians 00101 00000 00000 00000 00101 00000 00000 00101 00303 North Leg East Leg South Leg West Leg Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue Pedestrians Pedestrians Pedestrians Pedestrians 10001 00303 00000 10001 00000 00000 10001 00000 30306 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM TOTAL VOLUMES: 8:00 AM 8:15 AM 8:30 AM 8:45 AM Fontana Juiper Avenue Slover Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-123 Location: Date: 8/17/2021 N/S: Day: Tuesday E/W: Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000010 1 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000010 1 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 000000000000 0 Slover Avenue TOTAL VOLUMES: Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Juiper Avenue Slover Avenue Juiper Avenue Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Southbound Westbound Northbound Slover Avenue Juiper Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐6268 3.1-124 Page 1 City of Fontana Citrus Avenue N/ Slover Avenue 24 Hour Directional Volume Count FON001 Site Code: 051-19181 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 14-Mar-19 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 64 200 38 159 12:15 27 218 35 193 12:30 32 202 22 140 12:45 18 204 141 824 25 150 120 642 261 1466 01:00 21 159 18 155 01:15 17 204 26 149 01:30 21 344 9 209 01:45 21 262 80 969 23 187 76 700 156 1669 02:00 23 233 32 181 02:15 14 227 22 199 02:30 25 435 20 220 02:45 23 350 85 1245 34 181 108 781 193 2026 03:00 36 346 30 204 03:15 33 293 37 179 03:30 41 357 75 194 03:45 47 346 157 1342 70 162 212 739 369 2081 04:00 62 338 89 172 04:15 75 298 93 180 04:30 82 352 107 173 04:45 82 338 301 1326 208 173 497 698 798 2024 05:00 75 375 70 188 05:15 68 318 125 178 05:30 89 339 249 169 05:45 89 263 321 1295 271 155 715 690 1036 1985 06:00 100 231 159 148 06:15 114 201 146 128 06:30 182 161 211 142 06:45 184 147 580 740 318 118 834 536 1414 1276 07:00 232 131 310 123 07:15 294 133 310 122 07:30 274 109 209 143 07:45 174 96 974 469 264 138 1093 526 2067 995 08:00 135 149 215 112 08:15 122 93 213 116 08:30 171 97 195 93 08:45 168 84 596 423 171 117 794 438 1390 861 09:00 161 80 132 96 09:15 161 73 150 101 09:30 135 69 127 93 09:45 127 57 584 279 118 118 527 408 1111 687 10:00 155 76 122 86 10:15 144 64 113 68 10:30 147 98 134 60 10:45 167 49 613 287 131 60 500 274 1113 561 11:00 156 58 130 53 11:15 160 41 137 43 11:30 192 51 121 37 11:45 198 34 706 184 142 37 530 170 1236 354 Total 5138 9383 5138 9383 6006 6602 6006 6602 11144 15985 Combined Total 14521 14521 12608 12608 27129 AM Peak -06:45 --- 06:30 ----- Vol.- 984 --- 1149 ----- P.H.F. 0.837 0.903 PM Peak -- 02:30 --- 02:15 ---- Vol.-- 1424 --- 804 ---- P.H.F. 0.818 0.914 Percentag e 35.4% 64.6% 47.6% 52.4% ADT/AADT ADT 27,129 AADT 27,129 3.1-125 A816DATE:LOCATION#FontanaJOB #:SC1715CLASS1 Slover east of CitrusAMEASTBOUNDPMEASTBOUNDTIME1 2 3 45678910111213TOTALTime 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL0:000 16 100000000001712:001 75131 3 301711011070:150 12 000101000001412:151 81161 4 200101021090:300 9 100001000001112:300 107 81 1 400500001260:450 7 300000100001112:451 68 90 6 21061012971:000 4 10000000000513:002 73162 4 300400001041:150 2 10000000000313:150 72170 4 300400011011:300 16 100001100001913:300 105101 6 311111001301:450 4 10000010000613:452 103161 5 302500111392:000 6 10100000100914:002 86120 4 400301011132:150 5 10000000000614:150 116180 5 002001001422:300 9 00000000000914:301 183241 5 200200102192:450 10 100000000001114:450 215182 4 311111002473:000 6 00000010000715:002 216191 5 530402162643:150 9 000201000001215:152 218151 4 512702012583:300 9 200000000001115:303 200100 5 710212012323:450 10 002000100001315:451 210172 6 421200022474:001 11 200100000001516:001 230 90 4 934220112664:150 4 20000010000716:152 232181 5 621101012704:300 8 002000100001116:301 208151 4 1002500112484:450 5 10100000000716:452 198151 4 303301002305:000 10 101000100001317:001 272160 2 502311023055:150 10 101000100001317:151 241140 4 513010112725:300 15 602100100002517:301 196141 2 112500102245:450 24 504201100003717:450 167101 4 202110001886:000 35 410000100004118:001 140 60 6 400510021656:150 37 601100101004718:150 99 90 8 200301001226:300 37 804201200005418:300 91 70 2 302000001056:450 61 804100000007418:450 93 90 2 301000001087:001 91 8041001100010719:000 86 60 1 20210000987:150 114 7032002000012819:151 84 30 0 00100000897:301 79 18031003000010519:300 57 20 2 20020000657:450 73 602100300008519:450 61 30 0 30110000698:000 67 1523200301009320:000 51 80 0 10110000628:151 64 603001300007820:150 53 40 0 20110000618:300 65607202100008320:300 38 50 2 10010000478:450 78 9145013001010220:451 29 10 0 00110000339:000 64 1004100101008121:001 27 30 0 20300000369:150 55 1302100300007421:150 40 30 0 10010000459:300 57 614100300007221:300 40 40 0 00030000479:451 67 904000200018421:450 35 40 1 000000004010:001 60 806402200008322:000 34 20 0 200100003910:150 79 12052002000010022:150 30 00 1 000100003210:300 58 1207100001108022:300 24 50 0 100000003010:450 58 905201000007522:450 16 20 0 000000001811:000 79 9162025000010423:000 26 10 0 100000002811:150 64 1614200100008823:150 20 00 0 100000002111:300 87 10123104001010923:300 13 10 0 000000001411:450 78 905101100109623:450 16 30 1 0000000020TOTAL61,8282568106451165815412,335TOTAL31 5,07544019 126 1251742961116 826 6,032AM PEAK HOUR7:00 AMPM PEAK HOUR4:30 PMAM PEAK VOLUME425PM PEAK VOLUME1,055CLASS 1Class 1 — MotorcyclesCLASS 83 to 4 Axles, Single TrailerTOTAL: AM+PM37 6,903 696 27 232 170 18 58 154 12 21 12 27 8,367CLASS 2Passenger CarsCLASS 95 Axles, Single Trailer% OF TOTAL0.4% 82.5% 8.3% 0.3% 2.8% 2.0% 0.2% 0.7% 1.8% 0.1% 0.3% 0.1% 0.3% 100.0%CLASS 32 Axles, 4-Tire Single UnitsCLASS 106 or More Axles, Single TrailerCLASS 4BusesCLASS 115 or Less Axles, Multi-TrailersClass12 3 4 5 6 7 8 9 10 11 12 13CLASS 52 Axles, 6-Tire Single UnitsCLASS 126 Axles, Multi-Trailers CLASS 63 Axles, Single UnitCLASS 137 or More Axles, Multi-TrailersTOTAL: ALL56 11,819 1,484 71 477 304 27 123 293 17 32 16 43 14,762CLASS 74 or More Axles, Single Unit% OF TOTAL0.7% 141.3% 17.7% 0.8% 5.7% 3.6% 0.3% 1.5% 3.5% 0.2% 0.4% 0.2% 0.5% 100.0% 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION)PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.comTuesday, May 08, 20183.1-126 DATE:LOCATION#FontanaJOB #:SC1715CLASS1 Slover east of CitrusAMWESTBOUNDPMWESTBOUNDTIME1 2 3 45678910111213TOTALTime1 2 3 4 5 678910111213TOTAL0:000 4 10000000100612:00054 90 720020000740:15015 100100100001812:15064 120 120000100800:300 4 30000010000812:30058 120 620220000820:45011 400200000001712:45155 112 300120000751:000 6 10020000000913:00246 191 310050002791:150 5 10000000000613:15054 141 610350000841:300 2 20000100000513:30076 151 8301400001081:450 3 10000010000513:45061 121 821050001912:000 4 00110020000814:00060 60 960330101892:150 7 201200200001414:15089 110 5302000001102:300 4 30010010000914:300115 150 4100300001382:450 6 102000100001014:45099 132 2512100001253:000 7 300000000001015:00082 50 720100000973:15010 002200100001515:15064 161 340020100913:30019 701000100002815:30196 102 4200111001183:45014 300000100001815:45174 100 410040000944:00022 501100200003116:00151 162 220450001844:15035710100000004416:15070 130 510310010944:30044 702001000005416:30068 101 410220100894:45057 312100100006516:45161 90 310000000755:00138 601000000004617:00064 103 300120001845:15039 701201001005117:15058 140 400200100795:3008316030000000010217:30073 51 440010000885:45110414020000101012317:45169 111 300140000906:000431421101100006318:00068 130 110220000876:15010313102011000012118:15057 40 200100000646:30013315171002000015918:30043 80 121010000566:45012815031001100115018:45057 80 100100000677:00113723044101000117219:00153 101 111200000707:15015013224021011117719:15048 50 200100000567:30313710124031000016119:30042 60 110010001527:450104 9154112100012819:45059 50 200010000678:0008913241112110011520:00049 90 200120000638:15083 9323001000110220:15040 60 000200100498:300691415100200009220:30047 40 010030001568:450501106011300007220:45051 80 200110000639:000351415312300016521:00235 40 000110000439:150321305300600005921:15024 60 010120010359:300441512202200006821:30132 60 200000000419:45049 807102100006821:45035 30 2200000004210:00056 713200100017122:00026 30 1200000003210:150531003201300007222:15114 10 0101100001910:300521503400200007622:30022 10 1100400002910:450511403600300007722:45016 10 0000000001711:000531128400400008223:00015 00 1000100001711:150561226000300007923:15011 00 0100100011411:30075 807300200019623:300 9 30 1000000001311:450621212202000008123:45015 00 00011000017TOTAL62,38739624114745226344273,108TOTAL132,52939220131604437617293,287AM PEAK HOUR6:45 AMPM PEAK HOUR2:15 PMAM PEAK VOLUME660PM PEAK VOLUME470CLASS 1Class 1 — MotorcyclesCLASS 83 to 4 Axles, Single TrailerTOTAL: AM+PM19 4,916 788 44 245 134 9 65 139 5 11 4 16 6,395CLASS 2Passenger CarsCLASS 95 Axles, Single Trailer% OF TOTAL0.3% 76.9% 12.3% 0.7% 3.8% 2.1% 0.1% 1.0% 2.2% 0.1% 0.2% 0.1% 0.3% 100.0%CLASS 32 Axles, 4-Tire Single UnitsCLASS 106 or More Axles, Single TrailerCLASS 4BusesCLASS 115 or Less Axles, Multi-TrailersClass12 3 45 678910111213CLASS 52 Axles, 6-Tire Single UnitsCLASS 126 Axles, Multi-TrailersCLASS 63 Axles, Single UnitCLASS 137 or More Axles, Multi-TrailersCLASS 74 or More Axles, Single Unit24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION)PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.comTuesday, May 08, 20183.1-127 A816DATE:LOCATION#FontanaJOB #:SC1715CLASS2 Slover east of OleanderAMEASTBOUNDPMEASTBOUNDTIME1 2 3 45678910111213TOTALTime 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL0:000 13 200000000001512:000 86152 3 301410101160:150 8 100101000001112:150 79151 1 301301001040:300 9 100001000001112:300 94151 2 202312001220:450 6 20000010000912:452 74 82 6 012500001001:001 3 10000000000513:001 67152 1 40030001941:150 2 10000010000413:150 73180 3 400300001011:300 12 101001000001513:300 118200 5 101200111491:450 5 00000000000513:452 109171 5 402101001422:000 6 00000000100714:001 89131 1 402400001152:150 5 10000000000614:150 95121 5 511100001212:300 8 00000000000814:301 227202 2 412100212632:450 11 000000000001114:450 225181 3 602101122603:000 4 00000000000415:002 266220 3 630210013063:150 8 100001000001015:151 238191 3 402410122763:300 6 10000000000715:300 241172 5 420300302773:450 5 00100000000615:451 216141 7 410101202484:000 10 500000000001516:002 249151 4 623210122884:150 6 10100000000816:151 219200 4 520202112574:300 5 00100010000716:300 187200 6 620301122284:450 4 10000000000516:451 187203 4 304101022265:000 7 10000000000817:000 258210 1 512201112935:150 8 10000000000917:153 214220 8 403001012565:300 10 303000000001617:301 201140 3 101100132265:450 19 510001100002717:450 153100 7 501200001786:001 26 302100200003518:000 127120 3 301200111506:150 47 502000101005618:150 104181 4 111201001336:302 53 812200100006918:300 86140 0 003001001046:450 61 1104110000007818:450 79111 3 302001001007:000 133 14011002000015119:000 87101 0 001100001007:151 157 13153001000018119:150 75 80 3 00100000877:301 111 16152002000013819:300 69 60 1 30000000797:451 59 914100200007719:450 92 80 1 100000001028:001 52 1302200201027520:000 65130 1 00100000808:150 51 903001300006720:152 58 80 0 00100000698:300 52626100100006820:301 34110 0 00010000478:451 72 1114501000009520:451 29 20 0 00110000349:000 53 804100300006921:000 24 40 0 10400000339:150 53 813000300006821:150 31 51 0 00000000379:300 46 903200000006021:300 33 70 0 10230000469:451 59 1004100300007821:450 35 30 3 000000004110:001 68 803201100008422:000 35 50 0 100000004110:150 66 1718200100109622:150 29 10 0 000100003110:301 59 1005200000007722:300 23 40 0 000000002710:450 62 1305200000008222:450 17 20 0 000000001911:000 84 10051013000210623:000 22 20 0 000000002411:150 59 1517010100008423:150 22 00 0 001000002311:300 98 15034002000012223:300 17 00 0 000000001711:450 95 7070110000011123:450 13 30 1 1000000018TOTAL121,85627711104373103803142,356TOTAL23 5,171 557 26 112 108 17 51 65 5 15 17 21 6,188AM PEAK HOUR6:45 AMPM PEAK HOUR2:45 PMAM PEAK VOLUME548PM PEAK VOLUME1,119CLASS 1Class 1 — MotorcyclesCLASS 83 to 4 Axles, Single TrailerTOTAL: AM+PM35 7,027 834 37 216 145 20 61 103 5 18 18 25 8,544CLASS 2Passenger CarsCLASS 95 Axles, Single Trailer% OF TOTAL0.4% 82.2% 9.8% 0.4% 2.5% 1.7% 0.2% 0.7% 1.2% 0.1% 0.2% 0.2% 0.3% 100.0%CLASS 32 Axles, 4-Tire Single UnitsCLASS 106 or More Axles, Single TrailerCLASS 4BusesCLASS 115 or Less Axles, Multi-TrailersClass12 3 4 5 6 7 8 9 10 11 12 13CLASS 52 Axles, 6-Tire Single UnitsCLASS 126 Axles, Multi-Trailers CLASS 63 Axles, Single UnitCLASS 137 or More Axles, Multi-TrailersTOTAL: ALL51 12,507 1,550 69 571 254 29 111 201 8 38 31 46 15,466CLASS 74 or More Axles, Single Unit% OF TOTAL0.6% 146.4% 18.1% 0.8% 6.7% 3.0% 0.3% 1.3% 2.4% 0.1% 0.4% 0.4% 0.5% 100.0% 24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION)PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.comTuesday, May 08, 20183.1-128 DATE:LOCATION#FontanaJOB #:SC1715CLASS2 Slover east of OleanderAMWESTBOUNDPMWESTBOUNDTIME1 2 3 45678910111213TOTALTime1 2 3 4 5 678910111213TOTAL0:000 4 00100000100612:00047 801110010010690:15015 100000100001712:15059 90 430010101780:300 8 201000100001212:30060 90 820110000810:45010 301100000001512:45064 71 400010000771:000 6 00000000000613:00254 150 701040100841:150 5 10000000000613:15064 160 600240100931:300 5 10000000000613:30078 15110101200011091:450 3 10000010000513:45059 50 911050000802:000 4 10010000000614:00073 100 610221202992:150 2 10310000000714:150139 140 6302000011652:300 3 10100000000514:300162 180 8301001001932:450 4 10010000000614:450114 112 4300202011393:000 7 20000000000915:00093 80 7100000101103:150 9 001100000001115:15060 172 732030100953:30019 502000000002615:301117 120 5200302001423:45016 201000000001915:45079 70 7201100301004:00020 501000100002716:00063 173 440240101994:15028710000000003616:15070 120 310210000894:30048 502001100005716:30068 90 800320000904:45049 312000000005516:45062 40 510100001745:00035 701000000004317:00255 132 210230110825:15042 412100001005117:15070 100 700210100915:3009014051000000011017:30080 30 410010000895:4509211060100000011017:45077 92 321010011976:000531614100100007618:00071 90 110200001856:15011314253211001014218:15053 50 310100000636:30213810162000000015918:30041 60 510030000566:45016621041000001019318:45054 40 410200000657:00023518095000000126819:00154 120 120100000717:15127927142100000131619:15144 50 300100000547:30115517173001000018519:30054 30 330110000657:45115017067011001218619:45057 60 300000000668:00086 9052012000110620:00036 20 500120010478:15098 8222001010011420:15039 40 200100100478:301721315400300009920:30154 20 110030000628:45053 914000100117020:45045 70 300100000569:001461007102201017121:00128 50 120110000399:150451109100500007121:15028 30 210121000389:300501315201100007321:30038 50 100000000449:45049 505102200106521:45035 80 2000000004510:00053 816200000007022:00022 30 1100000002710:15060 704102300017822:15015 00 0101100001810:30056 806300000017422:30020 40 1000400002910:450531202500301007622:45014 00 0000000001411:000511318100210007723:00013 00 1001100001611:15055 729000200017623:150 7 10 000010000911:30066 509100000018223:300 9 20 2000000001311:45057 614102000007123:45019 00 00000000019TOTAL72,763362191655841336155113,449TOTAL9 2,717 354 13 190 51 5 37 62 2 15 8 10 3,473AM PEAK HOUR6:45 AMPM PEAK HOUR2:15 PMAM PEAK VOLUME962PM PEAK VOLUME607CLASS 1Class 1 — MotorcyclesCLASS 83 to 4 Axles, Single TrailerTOTAL: AM+PM16 5,480 716 32 355 109 9 50 98 3 20 13 21 6,922CLASS 2Passenger CarsCLASS 95 Axles, Single Trailer% OF TOTAL0.2% 79.2% 10.3% 0.5% 5.1% 1.6% 0.1% 0.7% 1.4% 0.0% 0.3% 0.2% 0.3% 100.0%CLASS 32 Axles, 4-Tire Single UnitsCLASS 106 or More Axles, Single TrailerCLASS 4BusesCLASS 115 or Less Axles, Multi-TrailersClass12 3 45 678910111213CLASS 52 Axles, 6-Tire Single UnitsCLASS 126 Axles, Multi-TrailersCLASS 63 Axles, Single UnitCLASS 137 or More Axles, Multi-TrailersCLASS 74 or More Axles, Single Unit24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION)PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.comTuesday, May 08, 20183.1-129 Page 1 City of Fontana Slover Avenue E/ Citrus Avenue 24 Hour Directional Classification Count FON001 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/19/21 0 4 27 0 8 0 0 0 2 0 0 0 0 41 01:00 0 2 17 0 4 0 0 1 1 0 0 0 0 25 02:00 0 1 18 1 4 0 0 0 3 0 0 1 0 28 03:00 0 5 11 0 3 0 0 0 1 0 0 0 0 20 04:00 1 27 8 1 5 1 0 3 2 0 0 0 0 48 05:00 0 51 18 1 9 0 0 1 2 0 0 0 0 82 06:00 0 107 29 2 12 2 0 5 5 0 1 0 0 163 07:00 0 214 57 3 21 1 0 9 7 1 0 0 1 314 08:00 2 287 79 1 25 5 0 7 4 1 0 0 1 412 09:00 1 184 69 6 26 7 0 16 5 0 0 0 0 314 10:00 1 202 64 5 21 10 0 8 10 1 0 1 0 323 11:00 0 200 79 8 32 3 0 16 8 2 2 0 1 351 12 PM 2 190 113 9 41 1 0 20 9 0 0 0 1 386 13:00 2 57 216 17 74 5 0 27 7 3 0 0 0 408 14:00 6 75 283 13 91 8 0 33 6 3 4 1 2 525 15:00 7 119 318 13 75 3 1 63 6 3 1 1 5 615 16:00 10 65 378 28 151 9 1 76 15 8 2 1 1 745 17:00 4 65 371 13 159 6 1 64 10 5 0 1 1 700 18:00 2 22 216 10 100 3 0 29 7 1 1 0 0 391 19:00 0 24 144 7 47 1 0 12 5 0 2 0 0 242 20:00 3 18 119 6 51 2 0 6 3 0 0 0 0 208 21:00 1 9 78 5 26 1 0 2 1 0 0 0 0 123 22:00 0 5 61 1 13 0 0 2 2 0 0 0 0 84 23:00 0 6 36 0 9 0 0 1 0 0 0 0 0 52 Total 42 1939 2809 150 1007 68 3 401 121 28 13 6 13 6600 Percent 0.6% 29.4% 42.6% 2.3% 15.3% 1.0% 0.0% 6.1% 1.8% 0.4% 0.2% 0.1% 0.2% AM Peak 08:00 08:00 08:00 11:00 11:00 10:00 09:00 10:00 11:00 11:00 02:00 07:00 08:00 Vol.2 287 79 8 32 10 16 10 2 2 1 1 412 PM Peak 16:00 12:00 16:00 16:00 17:00 16:00 15:00 16:00 16:00 16:00 14:00 14:00 15:00 16:00 Vol.10 190 378 28 159 9 1 76 15 8 4 1 5 745 Grand Total 42 1939 2809 150 1007 68 3 401 121 28 13 6 13 6600 Percent 0.6% 29.4% 42.6% 2.3% 15.3% 1.0% 0.0% 6.1% 1.8% 0.4% 0.2% 0.1% 0.2% 3.1-130 Page 2 City of Fontana Slover Avenue E/ Citrus Avenue 24 Hour Directional Classification Count FON001 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/19/21 1 41 6 0 1 4 0 0 1 0 0 0 0 54 01:00 0 20 6 0 1 4 0 1 3 0 0 0 0 35 02:00 0 19 2 0 0 0 0 0 2 0 0 0 0 23 03:00 1 53 13 0 1 1 1 0 1 0 0 0 0 71 04:00 2 137 35 2 8 1 0 1 1 0 0 0 0 187 05:00 3 238 47 3 15 1 0 6 7 2 0 0 1 323 06:00 2 196 60 0 16 11 0 3 9 1 0 0 2 300 07:00 6 272 106 8 31 3 1 14 13 5 0 0 2 461 08:00 3 224 82 9 33 8 1 9 9 2 2 0 2 384 09:00 2 151 63 6 29 5 3 10 18 0 0 1 1 289 10:00 1 145 72 5 23 5 0 10 12 1 0 0 1 275 11:00 4 188 72 7 24 11 1 5 12 0 0 0 0 324 12 PM 2 187 46 11 30 5 1 8 12 0 1 0 1 304 13:00 7 221 76 7 30 9 0 7 14 0 0 0 0 371 14:00 3 241 59 4 22 7 3 14 10 0 3 0 0 366 15:00 1 299 114 10 27 7 0 17 13 2 1 0 1 492 16:00 6 275 77 3 17 7 1 11 7 1 1 0 1 407 17:00 5 263 49 4 22 6 0 10 8 0 0 1 0 368 18:00 1 235 55 3 17 6 0 7 3 0 0 0 0 327 19:00 3 181 48 1 12 4 0 5 2 1 0 0 0 257 20:00 2 158 21 4 8 2 1 2 3 1 1 0 1 204 21:00 0 95 17 0 0 2 0 2 5 0 1 0 0 122 22:00 1 53 11 1 3 1 0 1 2 0 0 0 0 73 23:00 0 40 9 0 3 6 0 1 3 0 0 0 0 62 Total 56 3932 1146 88 373 116 13 144 170 16 10 2 13 6079 Percent 0.9% 64.7% 18.9% 1.4% 6.1% 1.9% 0.2% 2.4% 2.8% 0.3% 0.2% 0.0% 0.2% AM Peak 07:00 07:00 07:00 08:00 08:00 06:00 09:00 07:00 09:00 07:00 08:00 09:00 06:00 07:00 Vol.6 272 106 9 33 11 3 14 18 5 2 1 2 461 PM Peak 13:00 15:00 15:00 12:00 12:00 13:00 14:00 15:00 13:00 15:00 14:00 17:00 12:00 15:00 Vol.7 299 114 11 30 9 3 17 14 2 3 1 1 492 Grand Total 56 3932 1146 88 373 116 13 144 170 16 10 2 13 6079 Percent 0.9% 64.7% 18.9% 1.4% 6.1% 1.9% 0.2% 2.4% 2.8% 0.3% 0.2% 0.0% 0.2% 3.1-131 Page 3 City of Fontana Slover Avenue E/ Citrus Avenue 24 Hour Directional Classification Count FON001 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound, Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/19/21 1 45 33 0 9 4 0 0 3 0 0 0 0 95 01:00 0 22 23 0 5 4 0 2 4 0 0 0 0 60 02:00 0 20 20 1 4 0 0 0 5 0 0 1 0 51 03:00 1 58 24 0 4 1 1 0 2 0 0 0 0 91 04:00 3 164 43 3 13 2 0 4 3 0 0 0 0 235 05:00 3 289 65 4 24 1 0 7 9 2 0 0 1 405 06:00 2 303 89 2 28 13 0 8 14 1 1 0 2 463 07:00 6 486 163 11 52 4 1 23 20 6 0 0 3 775 08:00 5 511 161 10 58 13 1 16 13 3 2 0 3 796 09:00 3 335 132 12 55 12 3 26 23 0 0 1 1 603 10:00 2 347 136 10 44 15 0 18 22 2 0 1 1 598 11:00 4 388 151 15 56 14 1 21 20 2 2 0 1 675 12 PM 4 377 159 20 71 6 1 28 21 0 1 0 2 690 13:00 9 278 292 24 104 14 0 34 21 3 0 0 0 779 14:00 9 316 342 17 113 15 3 47 16 3 7 1 2 891 15:00 8 418 432 23 102 10 1 80 19 5 2 1 6 1107 16:00 16 340 455 31 168 16 2 87 22 9 3 1 2 1152 17:00 9 328 420 17 181 12 1 74 18 5 0 2 1 1068 18:00 3 257 271 13 117 9 0 36 10 1 1 0 0 718 19:00 3 205 192 8 59 5 0 17 7 1 2 0 0 499 20:00 5 176 140 10 59 4 1 8 6 1 1 0 1 412 21:00 1 104 95 5 26 3 0 4 6 0 1 0 0 245 22:00 1 58 72 2 16 1 0 3 4 0 0 0 0 157 23:00 0 46 45 0 12 6 0 2 3 0 0 0 0 114 Total 98 5871 3955 238 1380 184 16 545 291 44 23 8 26 12679 Percent 0.8% 46.3% 31.2% 1.9% 10.9% 1.5% 0.1% 4.3% 2.3% 0.3% 0.2% 0.1% 0.2% AM Peak 07:00 08:00 07:00 11:00 08:00 10:00 09:00 09:00 09:00 07:00 08:00 02:00 07:00 08:00 Vol.6 511 163 15 58 15 3 26 23 6 2 1 3 796 PM Peak 16:00 15:00 16:00 16:00 17:00 16:00 14:00 16:00 16:00 16:00 14:00 17:00 15:00 16:00 Vol.16 418 455 31 181 16 3 87 22 9 7 2 6 1152 Grand Total 98 5871 3955 238 1380 184 16 545 291 44 23 8 26 12679 Percent 0.8% 46.3% 31.2% 1.9% 10.9% 1.5% 0.1% 4.3% 2.3% 0.3% 0.2% 0.1% 0.2% 3.1-132 Page 1 City of Fontana Slover Avenue E/ Cypress Avenue 24 Hour Directional Classification Count FON003 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 34 3 0 3 0 0 0 1 0 0 0 0 41 01:00 0 21 5 0 0 0 0 1 0 1 0 0 0 28 02:00 0 21 6 0 0 0 0 0 2 0 1 0 0 30 03:00 0 32 6 1 1 0 0 1 1 0 0 0 0 42 04:00 0 49 20 1 15 0 0 4 0 0 0 0 0 89 05:00 0 98 32 1 17 0 0 0 0 0 0 0 0 148 06:00 0 95 42 2 29 0 0 13 3 0 0 0 0 184 07:00 2 184 63 4 39 1 0 18 1 1 0 0 0 313 08:00 0 256 73 4 53 0 0 20 0 0 1 0 0 407 09:00 1 187 83 9 43 3 0 24 1 0 2 0 0 353 10:00 0 203 69 4 45 0 0 22 0 0 1 0 0 344 11:00 2 257 96 9 50 3 0 19 4 0 1 0 1 442 12 PM 0 293 77 6 28 0 0 21 4 0 1 0 0 430 13:00 2 306 83 8 23 2 0 29 1 3 0 0 0 457 14:00 1 354 91 6 30 3 0 29 1 1 5 0 0 521 15:00 2 504 123 6 40 6 0 25 3 3 4 0 1 717 16:00 2 507 123 10 48 2 0 32 1 0 5 0 0 730 17:00 0 510 101 3 37 1 0 29 1 3 2 1 0 688 18:00 0 356 75 3 21 0 0 18 2 0 1 0 0 476 19:00 0 240 59 3 16 0 0 11 0 0 1 0 0 330 20:00 0 180 41 1 14 0 0 7 1 0 1 0 0 245 21:00 0 81 21 1 5 0 0 2 0 0 0 0 0 110 22:00 0 63 8 0 3 0 0 2 0 0 0 0 0 76 23:00 0 28 5 0 1 0 0 1 0 0 0 0 0 35 Total 12 4859 1305 82 561 21 0 328 27 12 26 1 2 7236 Percent 0.2% 67.2% 18.0% 1.1% 7.8% 0.3% 0.0% 4.5% 0.4% 0.2% 0.4% 0.0% 0.0% AM Peak 07:00 11:00 11:00 09:00 08:00 09:00 09:00 11:00 01:00 09:00 11:00 11:00 Vol.2 257 96 9 53 3 24 4 1 2 1 442 PM Peak 13:00 17:00 15:00 16:00 16:00 15:00 16:00 12:00 13:00 14:00 17:00 15:00 16:00 Vol.2 510 123 10 48 6 32 4 3 5 1 1 730 Grand Total 12 4859 1305 82 561 21 0 328 27 12 26 1 2 7236 Percent 0.2% 67.2% 18.0% 1.1% 7.8% 0.3% 0.0% 4.5% 0.4% 0.2% 0.4% 0.0% 0.0% 3.1-133 Page 2 City of Fontana Slover Avenue E/ Cypress Avenue 24 Hour Directional Classification Count FON003 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 35 2 0 2 0 0 0 0 0 0 0 0 39 01:00 1 11 3 0 1 2 0 0 1 0 0 0 0 19 02:00 1 18 5 0 0 0 0 0 2 0 0 0 0 26 03:00 0 37 9 0 0 0 0 0 1 0 0 0 0 47 04:00 1 95 26 1 8 4 0 0 3 0 0 0 0 138 05:00 3 110 38 2 10 2 0 3 9 0 0 0 0 177 06:00 3 181 48 4 25 0 0 4 6 1 0 0 0 272 07:00 1 340 92 4 26 6 0 12 9 2 0 0 1 493 08:00 2 268 80 6 18 8 0 7 5 0 0 0 1 395 09:00 5 190 56 7 26 4 0 6 12 2 1 0 0 309 10:00 2 248 67 12 25 8 0 8 12 0 0 0 1 383 11:00 4 234 71 6 19 4 0 7 10 3 1 0 0 359 12 PM 6 260 58 10 21 8 1 9 11 1 0 0 0 385 13:00 3 276 70 3 13 7 1 9 11 1 0 0 1 395 14:00 3 334 90 7 24 7 0 9 14 2 0 1 1 492 15:00 5 388 116 13 21 7 1 7 15 1 0 0 3 577 16:00 6 424 105 4 26 5 0 17 11 0 0 0 2 600 17:00 5 365 94 3 12 6 1 9 6 2 1 0 1 505 18:00 3 292 51 4 5 4 0 2 5 0 0 0 1 367 19:00 4 234 37 1 8 2 0 4 3 0 0 0 0 293 20:00 1 204 35 2 7 1 0 3 5 0 0 0 0 258 21:00 0 165 32 0 5 1 0 1 0 0 0 0 0 204 22:00 1 82 16 0 5 0 0 2 3 0 0 0 0 109 23:00 0 40 9 0 1 2 0 1 2 0 0 0 0 55 Total 60 4831 1210 89 308 88 4 120 156 15 3 1 12 6897 Percent 0.9% 70.0% 17.5% 1.3% 4.5% 1.3% 0.1% 1.7% 2.3% 0.2% 0.0% 0.0% 0.2% AM Peak 09:00 07:00 07:00 10:00 07:00 08:00 07:00 09:00 11:00 09:00 07:00 07:00 Vol.5 340 92 12 26 8 12 12 3 1 1 493 PM Peak 12:00 16:00 15:00 15:00 16:00 12:00 12:00 16:00 15:00 14:00 17:00 14:00 15:00 16:00 Vol.6 424 116 13 26 8 1 17 15 2 1 1 3 600 Grand Total 60 4831 1210 89 308 88 4 120 156 15 3 1 12 6897 Percent 0.9% 70.0% 17.5% 1.3% 4.5% 1.3% 0.1% 1.7% 2.3% 0.2% 0.0% 0.0% 0.2% 3.1-134 Page 3 City of Fontana Slover Avenue E/ Cypress Avenue 24 Hour Directional Classification Count FON003 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound, Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 69 5 0 5 0 0 0 1 0 0 0 0 80 01:00 1 32 8 0 1 2 0 1 1 1 0 0 0 47 02:00 1 39 11 0 0 0 0 0 4 0 1 0 0 56 03:00 0 69 15 1 1 0 0 1 2 0 0 0 0 89 04:00 1 144 46 2 23 4 0 4 3 0 0 0 0 227 05:00 3 208 70 3 27 2 0 3 9 0 0 0 0 325 06:00 3 276 90 6 54 0 0 17 9 1 0 0 0 456 07:00 3 524 155 8 65 7 0 30 10 3 0 0 1 806 08:00 2 524 153 10 71 8 0 27 5 0 1 0 1 802 09:00 6 377 139 16 69 7 0 30 13 2 3 0 0 662 10:00 2 451 136 16 70 8 0 30 12 0 1 0 1 727 11:00 6 491 167 15 69 7 0 26 14 3 2 0 1 801 12 PM 6 553 135 16 49 8 1 30 15 1 1 0 0 815 13:00 5 582 153 11 36 9 1 38 12 4 0 0 1 852 14:00 4 688 181 13 54 10 0 38 15 3 5 1 1 1013 15:00 7 892 239 19 61 13 1 32 18 4 4 0 4 1294 16:00 8 931 228 14 74 7 0 49 12 0 5 0 2 1330 17:00 5 875 195 6 49 7 1 38 7 5 3 1 1 1193 18:00 3 648 126 7 26 4 0 20 7 0 1 0 1 843 19:00 4 474 96 4 24 2 0 15 3 0 1 0 0 623 20:00 1 384 76 3 21 1 0 10 6 0 1 0 0 503 21:00 0 246 53 1 10 1 0 3 0 0 0 0 0 314 22:00 1 145 24 0 8 0 0 4 3 0 0 0 0 185 23:00 0 68 14 0 2 2 0 2 2 0 0 0 0 90 Total 72 9690 2515 171 869 109 4 448 183 27 29 2 14 14133 Percent 0.5% 68.6% 17.8% 1.2% 6.1% 0.8% 0.0% 3.2% 1.3% 0.2% 0.2% 0.0% 0.1% AM Peak 09:00 07:00 11:00 09:00 08:00 08:00 07:00 11:00 07:00 09:00 07:00 07:00 Vol.6 524 167 16 71 8 30 14 3 3 1 806 PM Peak 16:00 16:00 15:00 15:00 16:00 15:00 12:00 16:00 15:00 17:00 14:00 14:00 15:00 16:00 Vol.8 931 239 19 74 13 1 49 18 5 5 1 4 1330 Grand Total 72 9690 2515 171 869 109 4 448 183 27 29 2 14 14133 Percent 0.5% 68.6% 17.8% 1.2% 6.1% 0.8% 0.0% 3.2% 1.3% 0.2% 0.2% 0.0% 0.1% 3.1-135 Page 1 City of Fontana Slover Avenue E/ Oleander Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 30 9 0 3 1 0 0 2 0 0 0 0 45 01:00 1 21 6 0 4 1 0 0 1 0 0 0 0 34 02:00 0 9 8 0 1 0 0 0 4 0 0 1 0 23 03:00 0 18 4 0 2 0 0 0 2 0 0 0 0 26 04:00 0 29 18 1 9 3 0 1 4 0 0 0 0 65 05:00 1 72 27 1 12 0 0 0 3 0 0 0 0 116 06:00 2 62 35 2 22 4 1 7 3 0 1 0 0 139 07:00 1 208 109 4 45 4 0 18 9 2 0 0 0 400 08:00 0 356 170 3 52 9 0 27 5 1 0 0 0 623 09:00 3 137 72 8 27 3 0 26 8 0 0 0 3 287 10:00 0 140 72 5 42 9 0 22 8 2 1 0 0 301 11:00 1 180 85 9 50 9 0 27 11 1 3 0 1 377 12 PM 6 187 88 6 49 5 0 26 9 3 2 0 1 382 13:00 4 218 100 8 49 7 0 26 13 1 1 0 0 427 14:00 6 317 132 7 42 9 0 32 12 0 3 0 2 562 15:00 18 429 158 10 49 6 2 21 12 2 5 1 3 716 16:00 8 510 182 17 86 11 0 32 15 5 1 0 0 867 17:00 12 470 153 8 64 12 1 31 9 4 1 1 2 768 18:00 1 296 95 2 36 8 0 16 8 1 2 0 0 465 19:00 0 186 67 3 24 3 0 10 5 1 1 0 0 300 20:00 2 149 52 2 14 2 1 7 5 0 0 0 0 234 21:00 0 85 26 2 6 4 0 1 2 0 0 0 0 126 22:00 1 54 12 1 6 0 0 3 2 0 0 0 0 79 23:00 0 38 13 0 4 0 0 1 0 0 0 0 0 56 Total 67 4201 1693 99 698 110 5 334 152 23 21 3 12 7418 Percent 0.9% 56.6% 22.8% 1.3% 9.4% 1.5% 0.1% 4.5% 2.0% 0.3% 0.3% 0.0% 0.2% AM Peak 09:00 08:00 08:00 11:00 08:00 08:00 06:00 08:00 11:00 07:00 11:00 02:00 09:00 08:00 Vol.3 356 170 9 52 9 1 27 11 2 3 1 3 623 PM Peak 15:00 16:00 16:00 16:00 16:00 17:00 15:00 14:00 16:00 16:00 15:00 15:00 15:00 16:00 Vol.18 510 182 17 86 12 2 32 15 5 5 1 3 867 Grand Total 67 4201 1693 99 698 110 5 334 152 23 21 3 12 7418 Percent 0.9% 56.6% 22.8% 1.3% 9.4% 1.5% 0.1% 4.5% 2.0% 0.3% 0.3% 0.0% 0.2% 3.1-136 Page 2 City of Fontana Slover Avenue E/ Oleander Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 18 5 0 2 1 0 0 0 0 0 0 0 26 01:00 0 8 2 0 2 2 0 0 2 0 0 0 0 16 02:00 1 14 7 0 2 1 0 1 4 0 0 0 0 30 03:00 0 53 16 0 10 1 0 0 1 0 0 0 0 81 04:00 2 124 40 1 17 5 0 1 5 0 0 0 0 195 05:00 3 168 52 1 18 4 0 1 7 0 0 0 0 254 06:00 3 184 53 2 30 3 0 5 3 3 0 1 0 287 07:00 6 426 159 5 40 7 1 11 6 3 1 0 0 665 08:00 6 297 109 10 39 9 1 12 8 0 1 0 1 493 09:00 4 155 75 12 30 4 1 5 13 2 1 0 0 302 10:00 2 132 66 13 45 5 0 16 9 0 0 0 1 289 11:00 3 145 91 12 27 5 1 15 8 0 1 0 1 309 12 PM 2 171 85 9 51 9 0 10 10 0 0 0 1 348 13:00 1 188 85 3 38 5 0 10 8 1 0 1 0 340 14:00 4 220 95 8 41 6 0 20 12 3 1 2 1 413 15:00 6 364 142 9 31 8 1 12 16 3 0 0 2 594 16:00 6 250 97 3 37 8 0 12 11 1 1 0 0 426 17:00 2 239 78 2 25 8 3 17 6 1 1 0 0 382 18:00 3 207 53 3 20 5 1 4 5 0 0 0 0 301 19:00 1 156 43 2 18 3 0 3 4 0 0 0 0 230 20:00 1 118 25 1 16 2 1 4 4 0 0 0 0 172 21:00 1 87 34 1 13 3 0 1 3 0 0 0 0 143 22:00 1 42 21 0 6 3 0 2 3 0 0 0 1 79 23:00 0 34 7 0 4 1 0 1 3 0 0 0 0 50 Total 58 3800 1440 97 562 108 10 163 151 17 7 4 8 6425 Percent 0.9% 59.1% 22.4% 1.5% 8.7% 1.7% 0.2% 2.5% 2.4% 0.3% 0.1% 0.1% 0.1% AM Peak 07:00 07:00 07:00 10:00 10:00 08:00 07:00 10:00 09:00 06:00 07:00 06:00 08:00 07:00 Vol.6 426 159 13 45 9 1 16 13 3 1 1 1 665 PM Peak 15:00 15:00 15:00 12:00 12:00 12:00 17:00 14:00 15:00 14:00 14:00 14:00 15:00 15:00 Vol.6 364 142 9 51 9 3 20 16 3 1 2 2 594 Grand Total 58 3800 1440 97 562 108 10 163 151 17 7 4 8 6425 Percent 0.9% 59.1% 22.4% 1.5% 8.7% 1.7% 0.2% 2.5% 2.4% 0.3% 0.1% 0.1% 0.1% 3.1-137 Page 3 City of Fontana Slover Avenue E/ Oleander Avenue 24 Hour Directional Classification Count FON002 Site Code: 051-21403 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Eastbound, Westbound Start Cars &2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 08/17/21 0 48 14 0 5 2 0 0 2 0 0 0 0 71 01:00 1 29 8 0 6 3 0 0 3 0 0 0 0 50 02:00 1 23 15 0 3 1 0 1 8 0 0 1 0 53 03:00 0 71 20 0 12 1 0 0 3 0 0 0 0 107 04:00 2 153 58 2 26 8 0 2 9 0 0 0 0 260 05:00 4 240 79 2 30 4 0 1 10 0 0 0 0 370 06:00 5 246 88 4 52 7 1 12 6 3 1 1 0 426 07:00 7 634 268 9 85 11 1 29 15 5 1 0 0 1065 08:00 6 653 279 13 91 18 1 39 13 1 1 0 1 1116 09:00 7 292 147 20 57 7 1 31 21 2 1 0 3 589 10:00 2 272 138 18 87 14 0 38 17 2 1 0 1 590 11:00 4 325 176 21 77 14 1 42 19 1 4 0 2 686 12 PM 8 358 173 15 100 14 0 36 19 3 2 0 2 730 13:00 5 406 185 11 87 12 0 36 21 2 1 1 0 767 14:00 10 537 227 15 83 15 0 52 24 3 4 2 3 975 15:00 24 793 300 19 80 14 3 33 28 5 5 1 5 1310 16:00 14 760 279 20 123 19 0 44 26 6 2 0 0 1293 17:00 14 709 231 10 89 20 4 48 15 5 2 1 2 1150 18:00 4 503 148 5 56 13 1 20 13 1 2 0 0 766 19:00 1 342 110 5 42 6 0 13 9 1 1 0 0 530 20:00 3 267 77 3 30 4 2 11 9 0 0 0 0 406 21:00 1 172 60 3 19 7 0 2 5 0 0 0 0 269 22:00 2 96 33 1 12 3 0 5 5 0 0 0 1 158 23:00 0 72 20 0 8 1 0 2 3 0 0 0 0 106 Total 125 8001 3133 196 1260 218 15 497 303 40 28 7 20 13843 Percent 0.9% 57.8% 22.6% 1.4% 9.1% 1.6% 0.1% 3.6% 2.2% 0.3% 0.2% 0.1% 0.1% AM Peak 07:00 08:00 08:00 11:00 08:00 08:00 06:00 11:00 09:00 07:00 11:00 02:00 09:00 08:00 Vol.7 653 279 21 91 18 1 42 21 5 4 1 3 1116 PM Peak 15:00 15:00 15:00 16:00 16:00 17:00 17:00 14:00 15:00 16:00 15:00 14:00 15:00 15:00 Vol.24 793 300 20 123 20 4 52 28 6 5 2 5 1310 Grand Total 125 8001 3133 196 1260 218 15 497 303 40 28 7 20 13843 Percent 0.9% 57.8% 22.6% 1.4% 9.1% 1.6% 0.1% 3.6% 2.2% 0.3% 0.2% 0.1% 0.1% 3.1-138 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 3.2: EXISTING (2021) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Page 1 of 2 1: Citrus Av. & I‐10 WB Ramps PHF:0.935 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:0 783 300 0 1,114 545 0 0 0 427 0 466 3,634 2021 2‐Axle:0 21 7 025600011010 81 2021 3‐Axle:0 7 2091000904 33 2021 4+‐Axle:0927022 400028 09 99 2021 PCE: 0 833 364 0 1196 561 0 0 0 508 0 501 3962 2: Citrus Av. & I‐10 EB Ramps PHF:0.922 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:0 743 315 611 930 0 340 4 253 0 0 0 3,195 2021 2‐Axle:0 21 5191807019000 88 2021 3‐Axle:0458100501000 34 2021 4+‐Axle:0 31201832 0 5 0 24 0 0 0 129 2021 PCE: 0 831 367 677 1027 0 366 4 320 0 0 0 3,592 3: Citrus Av. & Slover Av. PHF:0.865 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2019: 38 592 44 191 400 498 206 156 19 87 422 181 2,834 2019 2‐Axle: 1 10 1 2 16 18 7 12 1 5 13 8 94 2019 3‐Axle: 000139730070 30 2019 4+‐Axle: 1161316312850175 114 2021 PCE: 42 649 48 205 463 605 286 187 20 96 470 204 3276 4: Oleander Av. & Driveway 1 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 0 15 0010 0000000 25 2‐Axle: 0 0 000 0000000 0 3‐Axle: 0 0 000 0000000 0 4+‐Axle: 0 0 000 0000000 0 2021 PCE: 01500100000000 25 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.750 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 83 15 38 0 10 0 0 0 88 49 0 0 283 2‐Axle: 007000008800 23 3‐Axle: 200000008800 18 4+‐Axle: 200000004000 6 2021 PCE: 92 15 46 0 10 0 0 0 118 71 0 0 353 6: Oleander Av. & Driveway 3 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 0 136 00147 0000000 283 2‐Axle: 0 7 0016 0000000 23 3‐Axle: 0 2 0016 0000000 18 4+‐Axle: 0 2 004 0000000 6 2021 PCE: 0153002000000000 353 7: Oleander Av. & Slover Av. PHF:0.683 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL ADJ Existing 2021: 93 3 315 10 111 26 11 256 209 289 619 121 2,063 2‐Axle: 12655632481262 89 3‐Axle: 100547162071 35 4+‐Axle: 00020221140140 36 2021 PCE:96 5 321 27 122 47 20 312 229 290 685 125 2,277 4/13/2021 5/8/2018 Volume Development ‐ AM Peak Hour 3/4/2019 3/14/2019 3/14/2019 3.2-1 Page 2 of 2 Volume Development ‐ AM Peak Hour 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:581 1,029 1,610 2‐Axle:35 29 64 3‐Axle:11 8 19 4+‐Axle:13 14 28 2021 PCE: 0000000660001099 0 1,759 9: Cypress Av. & Slover Av. PHF:0.759 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2018: 47 282 53 136 321 465 245 272 33 32 481 142 2,509 2018 2‐Axle: 211249292022166 85 2018 3‐Axle: 100020250071 18 2018 4+‐Axle: 13110001302140 35 2021 PCE: 54 310 59 147 345 483 266 337 36 39 554 155 2,786 10: Juniper Av. & Slover Av. PHF:0.899 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:33 0 51 8 1 7 10 367 40 68 501 11 1,097 2021 2‐Axle:20320222202131 49 2021 3‐Axle:000001140094 19 2021 4+‐Axle:0001001800160 26 2021 PCE: 35 0 54 12 1 11 16 411 40 70 560 18 1,227 5/8/2018 8/17/2021 3.2-2 Page 1 of 2 1: Citrus Av. & I‐10 WB Ramps PHF:0.953 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:0 1,150 304 0 839 467 0 0 0 222 0 446 3,428 2021 2‐Axle:0 15 15 0 14 900017 015 87 2021 3‐Axle:0 13 5 0140000304 40 2021 4+‐Axle:0 11 11 0 18 200029 012 84 2021 PCE: 0 1208 349 0 912 480 0 0 0 303 0 492 3,743 2: Citrus Av. & I‐10 EB Ramps PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:0 996 520 515 546 0 458 3 152 0 0 0 3,190 2021 2‐Axle:01716112101327000 87 2021 3‐Axle:013810 7 0504000 47 2021 4+‐Axle:0 20161830 0 2 0 18 0 0 0 104 2021 PCE: 0 1073 580 577 638 0 483 5 201 0 0 0 3,556 3: Citrus Av. & Slover Av. PHF:0.957 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2019: 21 629 98 204 312 212 574 738 25 57 209 179 3,258 2019 2‐Axle: 282461891821115 86 2019 3‐Axle: 0613069150161 48 2019 4+‐Axle: 3 10 0 4 6 17 17 26 0 2 12 4 101 2021 PCE:30 682 104 226 338 279 645 850 28 65 259 198 3,702 4: Oleander Av. & Driveway 1 PHF:SBL Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 0 9 007 0000000 16 2‐Axle:0 0 000 0000000 0 3‐Axle:0 0 000 0000000 0 4+‐Axle:0 0 000 0000000 0 2021 PCE: 090070000000 16 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.895 5:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 25 9 15 16000321610 104 2‐Axle: 401000004110 12 3‐Axle: 100000001000 2 4+‐Axle: 400000002000 6 2021 PCE: 3991716000411820 134 6: Oleander Av. & Driveway 3 PHF:0:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021: 0 49 0054 0000000 102 2‐Axle: 0 5 005 0000000 10 3‐Axle: 0 1 001 0000000 2 4+‐Axle: 0 4 002 0000000 6 2021 PCE: 06500660000000 131 7: Oleander Av. & Slover Av. PHF:0.921 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL ADJ Existing 2021: 48 4 70 20 5 29 28 980 86 52 286 17 1,624 2‐Axle: 21112234550131 76 3‐Axle: 0010010132171 27 4+‐Axle: 10210144070220 79 2021 PCE:52 5 77 23 7 35 39 1126 109 53 354 19 1,898 5/8/2018 4/13/2021 Volume Development ‐ PM Peak Hour 3/4/2019 3/14/2019 8/17/2021 3.2-3 Page 2 of 2 Volume Development ‐ PM Peak Hour 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:1,070 354 1,424 2‐Axle:47 14 61 3‐Axle:14 9 24 4+‐Axle:43 22 65 2021 PCE: 00000001225 0 0 426 0 1,651 9: Cypress Av. & Slover Av. PHF:0.959 4:45 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2018: 23 449 27 231 245 110 280 657 55 24 217 245 2,563 2018 2‐Axle: 11804334320098 82 2018 3‐Axle: 1300110120060 24 2018 4+‐Axle: 11010023800212 66 2021 PCE:28 490 28 245 258 119 298 811 57 25 287 266 2,912 10: Juniper Av. & Slover Av. PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL Existing 2021:551643177742507252361,531 2021 2‐Axle:10201012920141 51 2021 3‐Axle:0000000200080 28 2021 4+‐Axle:00100003310201 56 2021 PCE: 561683278867547258991,736 5/8/2018 8/17/2021 3.2-4 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 508 501 833 364 1196 561 Future Volume (vph) 508 501 833 364 1196 561 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)52.0 52.0 48.0 48.0 48.0 Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 3.2-5 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 508 501 0 833 364 0 1196 561 0 0 Future Volume (veh/h) 508 501 0 833 364 0 1196 561 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 540 321 0 886 377 0 1272 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %00000000 Cap, veh/h 585 916 0 2992 907 0 2082 Arrive On Green 0.32 0.32 0.00 0.77 0.77 0.00 0.58 0.00 Sat Flow, veh/h 1810 2834 0 5358 1573 0 3705 1610 Grp Volume(v), veh/h 540 321 0 886 377 0 1272 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1573 0 1805 1610 Q Serve(g_s), s 28.8 8.6 0.0 5.1 8.2 0.0 23.0 0.0 Cycle Q Clear(g_c), s 28.8 8.6 0.0 5.1 8.2 0.0 23.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 585 916 0 2992 907 0 2082 V/C Ratio(X) 0.92 0.35 0.00 0.30 0.42 0.00 0.61 Avail Cap(c_a), veh/h 850 1332 0 2992 907 0 2082 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.77 0.77 0.00 1.00 0.00 Uniform Delay (d), s/veh 32.6 25.8 0.0 5.5 5.9 0.0 13.8 0.0 Incr Delay (d2), s/veh 9.5 0.1 0.0 0.2 1.1 0.0 1.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.8 2.9 0.0 1.5 2.2 0.0 8.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.2 25.9 0.0 5.7 7.0 0.0 15.2 0.0 LnGrp LOS D C AAAAB Approach Vol, veh/h 861 1263 1272 A Approach Delay, s/veh 36.1 6.1 15.2 Approach LOS D A B Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 62.7 62.7 37.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 43.0 43.0 47.0 Max Q Clear Time (g_c+I1), s 10.2 25.0 30.8 Green Ext Time (p_c), s 4.8 5.6 1.5 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-6 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 366 4 831 677 1027 Future Volume (vph) 366 4 831 677 1027 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)32.0 32.0 39.0 29.0 68.0 Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 3.2-7 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 366 4 320 00008313676771027 0 Future Volume (veh/h) 366 4 320 00008313676771027 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 398 4 247 0 903 273 736 1116 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 644 5 291 0 1779 536 789 2587 0 Arrive On Green 0.18 0.18 0.18 0.00 0.45 0.45 0.45 1.00 0.00 Sat Flow, veh/h 3510 26 1588 0 4110 1186 3510 3705 0 Grp Volume(v), veh/h 398 0 251 0 792 384 736 1116 0 Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1667 1755 1805 0 Q Serve(g_s), s 10.4 0.0 15.0 0.0 16.3 16.4 19.9 0.0 0.0 Cycle Q Clear(g_c), s 10.4 0.0 15.0 0.0 16.3 16.4 19.9 0.0 0.0 Prop In Lane 1.00 0.98 0.00 0.71 1.00 0.00 Lane Grp Cap(c), veh/h 644 0 296 0 1562 753 789 2587 0 V/C Ratio(X)0.62 0.00 0.85 0.00 0.51 0.51 0.93 0.43 0.00 Avail Cap(c_a), veh/h 948 0 436 0 1562 753 878 2587 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.67 0.67 0.71 0.71 0.00 Uniform Delay (d), s/veh 37.6 0.0 39.5 0.0 19.5 19.5 26.8 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 6.8 0.0 0.8 1.7 11.5 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 0.0 6.2 0.0 6.2 6.2 6.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.0 0.0 46.2 0.0 20.3 21.2 38.3 0.4 0.0 LnGrp LOS D A D A C C D A A Approach Vol, veh/h 649 1176 1852 Approach Delay, s/veh 41.2 20.6 15.4 Approach LOS D C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 26.5 50.2 23.3 76.7 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0 Max Q Clear Time (g_c+I1), s 21.9 18.4 17.0 2.0 Green Ext Time (p_c), s 0.6 4.5 1.3 5.5 Intersection Summary HCM 6th Ctrl Delay 21.6 HCM 6th LOS C 3.2-8 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 286 187 96 470 204 42 649 48 205 463 Future Volume (vph) 286 187 96 470 204 42 649 48 205 463 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)15.5 39.1 19.2 42.8 42.8 10.4 42.3 42.3 19.4 51.3 Total Split (%)12.9% 32.6% 16.0% 35.7% 35.7% 8.7% 35.3% 35.3% 16.2% 42.8% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 93.2 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 3.2-9 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 286 187 20 96 470 204 42 649 48 205 463 605 Future Volume (veh/h) 286 187 20 96 470 204 42 649 48 205 463 605 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 333 217 17 112 547 181 49 755 23 238 538 565 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, %000000000000 Cap, veh/h 400 833 65 142 757 335 136 1248 546 314 715 630 Arrive On Green 0.11 0.25 0.25 0.08 0.21 0.21 0.04 0.35 0.35 0.09 0.40 0.40 Sat Flow, veh/h 3510 3393 264 1810 3610 1596 3510 3610 1579 3510 1805 1590 Grp Volume(v), veh/h 333 115 119 112 547 181 49 755 23 238 538 565 Grp Sat Flow(s),veh/h/ln 1755 1805 1851 1810 1805 1596 1755 1805 1579 1755 1805 1590 Q Serve(g_s), s 8.5 4.7 4.8 5.6 13.0 9.3 1.3 15.9 0.9 6.1 23.6 30.6 Cycle Q Clear(g_c), s 8.5 4.7 4.8 5.6 13.0 9.3 1.3 15.9 0.9 6.1 23.6 30.6 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 400 443 455 142 757 335 136 1248 546 314 715 630 V/C Ratio(X) 0.83 0.26 0.26 0.79 0.72 0.54 0.36 0.61 0.04 0.76 0.75 0.90 Avail Cap(c_a), veh/h 400 643 659 279 1431 633 206 1427 624 549 890 784 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 28.0 28.0 41.7 33.9 32.4 43.1 24.9 20.0 41.0 23.9 26.0 Incr Delay (d2), s/veh 13.1 0.1 0.1 3.7 0.5 0.5 0.6 0.3 0.0 1.4 2.0 9.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 1.9 2.0 2.5 5.4 3.4 0.5 6.3 0.3 2.6 9.5 12.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.0 28.1 28.1 45.4 34.4 32.9 43.7 25.2 20.0 42.4 26.0 36.0 LnGrp LOS DCCDCCDCCDCD Approach Vol, veh/h 567 840 827 1341 Approach Delay, s/veh 42.7 35.5 26.2 33.1 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.2 37.7 12.2 28.9 8.6 42.4 15.5 25.6 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 10.5 36.5 Max Q Clear Time (g_c+I1), s 8.1 17.9 7.6 6.8 3.3 32.6 10.5 15.0 Green Ext Time (p_c), s 0.2 3.0 0.0 0.7 0.0 3.8 0.0 2.4 Intersection Summary HCM 6th Ctrl Delay 33.6 HCM 6th LOS C 3.2-10 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 118 71 0 0 92 15 46 0 10 0 Future Vol, veh/h 0 0 118 71 0 0 92 15 46 0 10 0 Conflicting Peds, #/hr 0 00000000003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 157 95 0 0 123 20 61 0 13 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 313 343 16 389 313 51 16 0 0 81 0 0 Stage 1 16 16 - 297 297 ------- Stage 2 297 327 - 92 16 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 643 583 1069 574 606 1023 1615 - - 1529 - - Stage 1 1009 886 - 716 671 ------- Stage 2 716 651 - 920 886 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 601 534 1066 459 555 1023 1610 - - 1529 - - Mov Cap-2 Maneuver 601 534 - 459 555 ------- Stage 1 924 883 - 658 617 ------- Stage 2 658 598 - 784 883 ------- Approach EB WB NB SB HCM Control Delay, s 9 14.9 4.5 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1610 - - 1066 459 1529 - - HCM Lane V/C Ratio 0.076 - - 0.148 0.206 - - - HCM Control Delay (s) 7.4 0 - 9 14.9 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.2 - - 0.5 0.8 0 - - 3.2-11 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)20 312 290 685 96 5 27 122 Future Volume (vph)20 312 290 685 96 5 27 122 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)10.0 28.3 27.0 45.3 44.7 44.7 44.7 44.7 Total Split (%)10.0% 28.3% 27.0% 45.3% 44.7% 44.7% 44.7% 44.7% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 77.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 3.2-12 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 312 229 290 685 125 96 5 321 27 122 47 Future Volume (veh/h) 20 312 229 290 685 125 96 5 321 27 122 47 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 29 459 266 426 1007 134 141 7 268 40 179 56 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Percent Heavy Veh, %000000000000 Cap, veh/h 53 529 304 459 1492 198 307 12 473 261 412 129 Arrive On Green 0.03 0.24 0.24 0.25 0.47 0.47 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1810 2171 1248 1810 3189 424 1138 41 1575 1122 1373 430 Grp Volume(v), veh/h 29 381 344 426 570 571 141 0 275 40 0 235 Grp Sat Flow(s),veh/h/ln 1810 1805 1613 1810 1805 1808 1138 0 1616 1122 0 1803 Q Serve(g_s), s 1.3 17.2 17.4 19.5 20.8 20.9 9.7 0.0 12.2 2.6 0.0 8.9 Cycle Q Clear(g_c), s 1.3 17.2 17.4 19.5 20.8 20.9 18.6 0.0 12.2 14.8 0.0 8.9 Prop In Lane 1.00 0.77 1.00 0.23 1.00 0.97 1.00 0.24 Lane Grp Cap(c), veh/h 53 440 393 459 845 846 307 0 485 261 0 541 V/C Ratio(X) 0.55 0.87 0.88 0.93 0.67 0.68 0.46 0.00 0.57 0.15 0.00 0.43 Avail Cap(c_a), veh/h 107 468 418 469 845 846 485 0 738 436 0 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.7 30.8 30.9 30.9 17.6 17.6 31.4 0.0 25.1 31.3 0.0 23.9 Incr Delay (d2), s/veh 3.3 14.8 17.3 24.1 2.0 2.0 0.4 0.0 0.4 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 8.7 8.1 10.9 7.9 8.0 2.5 0.0 4.4 0.7 0.0 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.0 45.6 48.2 55.0 19.5 19.6 31.8 0.0 25.4 31.4 0.0 24.1 LnGrp LOS D D D E B B C A C C A C Approach Vol, veh/h 754 1567 416 275 Approach Delay, s/veh 46.7 29.2 27.6 25.2 Approach LOS DCCC Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 31.4 26.5 27.0 31.4 7.5 46.1 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 38.8 22.0 22.0 38.8 5.0 39.0 Max Q Clear Time (g_c+I1), s 20.6 21.5 19.4 16.8 3.3 22.9 Green Ext Time (p_c), s 1.3 0.0 1.0 1.0 0.0 5.2 Intersection Summary HCM 6th Ctrl Delay 33.0 HCM 6th LOS C 3.2-13 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Cypress Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 266 337 39 554 155 54 310 147 345 483 Future Volume (vph) 266 337 39 554 155 54 310 147 345 483 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0 Total Split (s)12.0 38.3 12.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0 Total Split (%)12.0% 38.3% 12.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 81.5 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cypress Av. & Slover Av. 3.2-14 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Cypress Av. & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 266 337 36 39 554 155 54 310 59 147 345 483 Future Volume (veh/h) 266 337 36 39 554 155 54 310 59 147 345 483 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 350 443 35 51 729 153 71 408 60 193 454 450 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, %000000000000 Cap, veh/h 299 1071 84 76 987 537 92 963 141 214 600 634 Arrive On Green 0.09 0.32 0.32 0.04 0.27 0.27 0.05 0.31 0.31 0.06 0.32 0.32 Sat Flow, veh/h 3510 3381 266 1810 3610 1607 1810 3153 460 3510 1900 1574 Grp Volume(v), veh/h 350 236 242 51 729 153 71 232 236 193 454 450 Grp Sat Flow(s),veh/h/ln 1755 1805 1842 1810 1805 1607 1810 1805 1809 1755 1900 1574 Q Serve(g_s), s 7.0 8.4 8.5 2.3 15.1 5.8 3.2 8.4 8.6 4.5 17.7 19.7 Cycle Q Clear(g_c), s 7.0 8.4 8.5 2.3 15.1 5.8 3.2 8.4 8.6 4.5 17.7 19.7 Prop In Lane 1.00 0.14 1.00 1.00 1.00 0.25 1.00 1.00 Lane Grp Cap(c), veh/h 299 572 584 76 987 537 92 551 552 214 600 634 V/C Ratio(X) 1.17 0.41 0.42 0.67 0.74 0.28 0.77 0.42 0.43 0.90 0.76 0.71 Avail Cap(c_a), veh/h 299 703 717 154 1406 724 110 734 735 214 772 777 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 22.1 22.1 38.8 27.2 20.1 38.5 22.7 22.8 38.4 25.3 20.7 Incr Delay (d2), s/veh 106.5 0.5 0.5 9.9 1.2 0.3 24.2 0.5 0.5 36.5 3.2 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 3.3 3.4 1.2 6.1 2.0 2.0 3.4 3.4 2.9 7.7 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 144.1 22.5 22.6 48.7 28.4 20.4 62.8 23.3 23.3 74.8 28.5 23.0 LnGrp LOS F CCDCCECCECC Approach Vol, veh/h 828 933 539 1097 Approach Delay, s/veh 73.9 28.2 28.5 34.4 Approach LOS E C C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.0 31.4 8.4 32.3 9.2 32.2 12.0 28.8 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 5.0 33.4 7.0 32.0 5.0 33.4 7.0 32.0 Max Q Clear Time (g_c+I1), s 6.5 10.6 4.3 10.5 5.2 21.7 9.0 17.1 Green Ext Time (p_c), s 0.0 2.5 0.0 2.5 0.0 3.4 0.0 4.4 Intersection Summary HCM 6th Ctrl Delay 41.4 HCM 6th LOS D 3.2-15 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 11: Juniper & Slover Av.09/23/2021 Existing (2021) - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 411 40 70 560 18 35 0 54 12 1 11 Future Vol, veh/h 16 411 40 70 560 18 35 0 54 12 1 11 Conflicting Peds, #/hr 0 01000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 18 457 44 78 622 20 39 0 60 13 1 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 642 0 0 502 0 0 984 1314 252 1053 1326 321 Stage 1 ------516516-788788- Stage 2 ------468798-265538- Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 952 - - 1073 - - 206 160 754 183 157 681 Stage 1 ------515538-355405- Stage 2 ------550401-723526- Platoon blocked, % - - - - Mov Cap-1 Maneuver 952 - - 1072 - - 187 145 753 157 143 681 Mov Cap-2 Maneuver ------187145-157143- Stage 1 ------505527-348375- Stage 2 ------499372-653515- Approach EB WB NB SB HCM Control Delay, s 0.3 0.9 19.6 21.8 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)344 952 - - 1072 - - 241 HCM Lane V/C Ratio 0.287 0.019 - - 0.073 - - 0.111 HCM Control Delay (s) 19.6 8.9 - - 8.6 - - 21.8 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1.2 0.1 - - 0.2 - - 0.4 3.2-16 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 303 492 1208 349 912 480 Future Volume (vph) 303 492 1208 349 912 480 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)53.6 53.6 36.4 36.4 36.4 Total Split (%)59.6% 59.6% 40.4% 40.4% 40.4% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 3.2-17 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 303 492 0 1208 349 0 912 480 0 0 Future Volume (veh/h) 303 492 0 1208 349 0 912 480 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 319 356 0 1272 331 0 960 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %00000000 Cap, veh/h 373 585 0 3541 1096 0 2464 Arrive On Green 0.21 0.21 0.00 1.00 1.00 0.00 0.68 0.00 Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610 Grp Volume(v), veh/h 319 356 0 1272 331 0 960 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610 Q Serve(g_s), s 15.3 10.3 0.0 0.0 0.0 0.0 10.3 0.0 Cycle Q Clear(g_c), s 15.3 10.3 0.0 0.0 0.0 0.0 10.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 373 585 0 3541 1096 0 2464 V/C Ratio(X) 0.85 0.61 0.00 0.36 0.30 0.00 0.39 Avail Cap(c_a), veh/h 977 1530 0 3541 1096 0 2464 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.49 0.49 0.00 1.00 0.00 Uniform Delay (d), s/veh 34.4 32.4 0.0 0.0 0.0 0.0 6.2 0.0 Incr Delay (d2), s/veh 2.2 0.4 0.0 0.1 0.3 0.0 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 3.5 0.0 0.0 0.1 0.0 3.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 32.8 0.0 0.1 0.3 0.0 6.6 0.0 LnGrp LOS D C AAAAA Approach Vol, veh/h 675 1603 960 A Approach Delay, s/veh 34.6 0.2 6.6 Approach LOS C A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 66.4 66.4 23.6 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.4 31.4 48.6 Max Q Clear Time (g_c+I1), s 2.0 12.3 17.3 Green Ext Time (p_c), s 7.0 4.0 1.3 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-18 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 483 5 1073 577 638 Future Volume (vph) 483 5 1073 577 638 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)40.0 40.0 27.0 23.0 50.0 Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 3.2-19 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 483 5 201 00001073 580 577 638 0 Future Volume (veh/h) 483 5 201 00001073 580 577 638 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 514 5 131 0 1141 433 614 679 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 626 11 278 0 1748 663 674 2565 0 Arrive On Green 0.18 0.18 0.18 0.00 0.47 0.47 0.38 1.00 0.00 Sat Flow, veh/h 3510 60 1560 0 3858 1398 3510 3705 0 Grp Volume(v), veh/h 514 0 136 0 1070 504 614 679 0 Grp Sat Flow(s),veh/h/ln 1755 0 1619 0 1729 1627 1755 1805 0 Q Serve(g_s), s 12.7 0.0 6.8 0.0 21.2 21.2 14.9 0.0 0.0 Cycle Q Clear(g_c), s 12.7 0.0 6.8 0.0 21.2 21.2 14.9 0.0 0.0 Prop In Lane 1.00 0.96 0.00 0.86 1.00 0.00 Lane Grp Cap(c), veh/h 626 0 289 0 1640 771 674 2565 0 V/C Ratio(X)0.82 0.00 0.47 0.00 0.65 0.65 0.91 0.26 0.00 Avail Cap(c_a), veh/h 1365 0 630 0 1640 771 741 2565 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.29 0.29 0.92 0.92 0.00 Uniform Delay (d), s/veh 35.6 0.0 33.2 0.0 18.0 18.0 27.0 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.4 0.0 0.6 1.3 13.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.2 0.0 2.6 0.0 7.6 7.3 5.7 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 0.0 33.6 0.0 18.6 19.3 40.1 0.2 0.0 LnGrp LOS D A C A B B D A A Approach Vol, veh/h 650 1574 1293 Approach Delay, s/veh 36.0 18.8 19.2 Approach LOS D B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 21.3 47.7 21.1 68.9 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0 Max Q Clear Time (g_c+I1), s 16.9 23.2 14.7 2.0 Green Ext Time (p_c), s 0.3 0.0 1.4 2.9 Intersection Summary HCM 6th Ctrl Delay 22.1 HCM 6th LOS C 3.2-20 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 645 850 65 259 198 30 682 104 226 338 Future Volume (vph) 645 850 65 259 198 30 682 104 226 338 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4 Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 92.5 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 3.2-21 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 645 850 28 65 259 198 30 682 104 226 338 279 Future Volume (veh/h) 645 850 28 65 259 198 30 682 104 226 338 279 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 672 885 2 68 270 161 31 710 43 235 352 198 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 670 1090 2 93 560 249 112 932 408 326 716 395 Arrive On Green 0.19 0.30 0.30 0.05 0.16 0.16 0.03 0.26 0.26 0.09 0.32 0.32 Sat Flow, veh/h 3510 3695 8 1810 3610 1607 3510 3610 1580 3510 2243 1239 Grp Volume(v), veh/h 672 432 455 68 270 161 31 710 43 235 282 268 Grp Sat Flow(s),veh/h/ln 1755 1805 1898 1810 1805 1607 1755 1805 1580 1755 1805 1677 Q Serve(g_s), s 14.0 16.3 16.3 2.7 5.0 6.9 0.6 13.3 1.5 4.8 9.2 9.5 Cycle Q Clear(g_c), s 14.0 16.3 16.3 2.7 5.0 6.9 0.6 13.3 1.5 4.8 9.2 9.5 Prop In Lane 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.74 Lane Grp Cap(c), veh/h 670 532 560 93 560 249 112 932 408 326 576 535 V/C Ratio(X) 1.00 0.81 0.81 0.73 0.48 0.65 0.28 0.76 0.11 0.72 0.49 0.50 Avail Cap(c_a), veh/h 670 1010 1062 235 1798 800 278 1837 804 479 1022 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.7 24.0 24.0 34.3 28.3 29.1 34.7 25.1 20.7 32.3 20.1 20.2 Incr Delay (d2), s/veh 35.3 1.2 1.1 4.2 0.2 1.0 0.5 0.5 0.0 1.1 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 6.3 6.6 1.2 2.0 2.5 0.3 5.2 0.5 1.9 3.5 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.0 25.1 25.1 38.5 28.5 30.1 35.1 25.6 20.8 33.5 20.4 20.5 LnGrp LOS F CCDCCDCCCCC Approach Vol, veh/h 1559 499 784 785 Approach Delay, s/veh 42.3 30.4 25.7 24.3 Approach LOS DCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.8 24.8 8.7 27.9 7.3 29.3 19.0 17.7 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5 Max Q Clear Time (g_c+I1), s 6.8 15.3 4.7 18.3 2.6 11.5 16.0 8.9 Green Ext Time (p_c), s 0.1 2.9 0.0 3.1 0.0 1.9 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 33.2 HCM 6th LOS C 3.2-22 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 41 18 2 0 39 9 17 1 6 0 Future Vol, veh/h 0 0 41 18 2 0 39 9 17 1 6 0 Conflicting Peds, #/hr 0 00000001001 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 46 20 2 0 43 10 19 1 7 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 117 126 8 139 117 21 8 0 0 30 0 0 Stage 1 10 10 - 107 107 ------- Stage 2 107 116 - 32 10 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 864 768 1080 836 777 1062 1625 - - 1596 - - Stage 1 1016 891 - 903 811 ------- Stage 2 903 803 - 990 891 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 843 745 1079 782 754 1061 1623 - - 1594 - - Mov Cap-2 Maneuver 843 745 - 782 754 ------- Stage 1 988 889 - 878 788 ------- Stage 2 876 781 - 947 889 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 9.8 4.4 1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1623 - - 1079 779 1594 - - HCM Lane V/C Ratio 0.027 - - 0.042 0.029 0.001 - - HCM Control Delay (s) 7.3 0 - 8.5 9.8 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 - - 3.2-23 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)39 1126 53 354 52 5 23 7 Future Volume (vph)39 1126 53 354 52 5 23 7 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2 Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 95 Actuated Cycle Length: 64.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 3.2-24 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 39 1126 109 53 354 19 52 5 77 23 7 35 Future Volume (veh/h) 39 1126 109 53 354 19 52 5 77 23 7 35 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 42 1224 96 58 385 20 57 5 61 25 8 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000000000 Cap, veh/h 80 1594 125 100 1678 87 297 16 195 270 47 169 Arrive On Green 0.04 0.47 0.47 0.06 0.48 0.48 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1810 3391 266 1810 3487 181 1393 123 1506 1357 360 1305 Grp Volume(v), veh/h 42 650 670 58 199 206 57 0 66 25 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1852 1810 1805 1863 1393 0 1629 1357 0 1665 Q Serve(g_s), s 1.1 14.9 15.0 1.6 3.2 3.2 1.9 0.0 1.8 0.8 0.0 1.0 Cycle Q Clear(g_c), s 1.1 14.9 15.0 1.6 3.2 3.2 2.9 0.0 1.8 2.7 0.0 1.0 Prop In Lane 1.00 0.14 1.00 0.10 1.00 0.92 1.00 0.78 Lane Grp Cap(c), veh/h 80 848 870 100 869 896 297 0 211 270 0 216 V/C Ratio(X) 0.52 0.77 0.77 0.58 0.23 0.23 0.19 0.00 0.31 0.09 0.00 0.17 Avail Cap(c_a), veh/h 218 1249 1282 181 1213 1252 1187 0 1251 1137 0 1279 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.3 10.9 11.0 23.0 7.5 7.5 20.6 0.0 19.7 20.9 0.0 19.3 Incr Delay (d2), s/veh 2.0 1.3 1.3 2.0 0.1 0.1 0.1 0.0 0.3 0.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 4.2 4.3 0.6 0.8 0.9 0.5 0.0 0.6 0.3 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 25.3 12.3 12.3 24.9 7.6 7.6 20.7 0.0 20.0 21.0 0.0 19.5 LnGrp LOS C B B C A A C A B C A B Approach Vol, veh/h 1362 463 123 62 Approach Delay, s/veh 12.7 9.8 20.3 20.1 Approach LOS B A C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 12.4 7.8 29.7 12.4 7.2 30.3 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5 Max Q Clear Time (g_c+I1), s 4.9 3.6 17.0 4.7 3.1 5.2 Green Ext Time (p_c), s 0.3 0.0 6.5 0.2 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B 3.2-25 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Cypress Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 298 811 25 287 266 28 490 245 258 119 Future Volume (vph) 298 811 25 287 266 28 490 245 258 119 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0 Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0 Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 117 Actuated Cycle Length: 85.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cypress Av. & Slover Av. 3.2-26 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Cypress Av. & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 811 57 25 287 266 28 490 28 245 258 119 Future Volume (veh/h) 298 811 57 25 287 266 28 490 28 245 258 119 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 310 845 49 26 299 211 29 510 26 255 269 85 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 433 1103 64 52 807 531 56 739 38 374 545 659 Arrive On Green 0.12 0.32 0.32 0.03 0.22 0.22 0.03 0.21 0.21 0.11 0.29 0.29 Sat Flow, veh/h 3510 3468 201 1810 3610 1608 1810 3495 178 3510 1900 1607 Grp Volume(v), veh/h 310 440 454 26 299 211 29 263 273 255 269 85 Grp Sat Flow(s),veh/h/ln 1755 1805 1864 1810 1805 1608 1810 1805 1868 1755 1900 1607 Q Serve(g_s), s 5.7 14.8 14.8 1.0 4.7 6.8 1.1 9.1 9.1 4.7 7.9 2.2 Cycle Q Clear(g_c), s 5.7 14.8 14.8 1.0 4.7 6.8 1.1 9.1 9.1 4.7 7.9 2.2 Prop In Lane 1.00 0.11 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 433 574 593 52 807 531 56 381 395 374 545 659 V/C Ratio(X) 0.72 0.77 0.77 0.50 0.37 0.40 0.52 0.69 0.69 0.68 0.49 0.13 Avail Cap(c_a), veh/h 782 857 885 403 1715 935 403 868 898 782 914 971 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.4 20.7 20.7 32.2 22.1 17.4 32.1 24.5 24.5 29.0 20.0 12.4 Incr Delay (d2), s/veh 2.2 2.4 2.3 7.4 0.3 0.5 7.1 2.2 2.2 2.2 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 5.7 5.9 0.5 1.8 2.2 0.5 3.7 3.8 1.9 3.2 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.6 23.1 23.0 39.6 22.4 17.9 39.3 26.7 26.7 31.2 20.7 12.5 LnGrp LOS CCCDCBDCCCCB Approach Vol, veh/h 1204 536 565 609 Approach Delay, s/veh 25.0 21.5 27.4 23.9 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.2 20.5 6.9 27.7 7.1 25.6 13.3 21.4 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 6.7 11.1 3.0 16.8 3.1 9.9 7.7 8.8 Green Ext Time (p_c), s 0.5 2.8 0.0 4.6 0.0 1.6 0.6 2.4 Intersection Summary HCM 6th Ctrl Delay 24.6 HCM 6th LOS C 3.2-27 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 11: Juniper & Slover Av.09/23/2021 Existing (2021) - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 867 54 72 589 9 56 1 68 3 2 7 Future Vol, veh/h 8 867 54 72 589 9 56 1 68 3 2 7 Conflicting Peds, #/hr 0 03002000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 922 57 77 627 10 60 1 72 3 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 639 0 0 982 0 0 1441 1765 493 1268 1788 321 Stage 1 ------972972-788788- Stage 2 ------469793-4801000 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 955 - - 711 - - 95 85 527 127 82 681 Stage 1 ------275333-355405- Stage 2 ------549403-541324- Platoon blocked, % - - - - Mov Cap-1 Maneuver 953 - - 709 - - 83 75 525 98 72 680 Mov Cap-2 Maneuver ------8375-9872- Stage 1 ------272329-351360- Stage 2 ------481358-461320- Approach EB WB NB SB HCM Control Delay, s 0.1 1.1 99.4 27.2 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)153 953 - - 709 - - 175 HCM Lane V/C Ratio 0.869 0.009 - - 0.108 - - 0.073 HCM Control Delay (s) 99.4 8.8 - - 10.7 - - 27.2 HCM Lane LOS F A - - B - - D HCM 95th %tile Q(veh) 5.9 0 - - 0.4 - - 0.2 3.2-28 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.1: OPENING YEAR CUMULATIVE (2023) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Page 1 of 1 1: Citrus Av. & I‐10 WB Ramps PHF:0.935 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0 874 483 0 1,315 575 0 0 0 774 0 513 4,534 2: Citrus Av. & I‐10 EB Ramps PHF:0.922 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0 984 433 694 1,432 0 374 4 813 0 0 0 4,733 3: Citrus Av. & Slover Av. PHF:0.865 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 54 821 76 435 1,095 819 320 235 63 109 506 260 4,794 4: Oleander Av. & Driveway 1 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 01500100000000 26 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.750 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 94 15 48 0 10 0 0 0 121 72 0 0 361 6: Oleander Av. & Driveway 3 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0157002050000000 362 7: Oleander Av. & Slover Av. PHF:0.683 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 98 5 328 28 125 48 21 589 234 297 775 128 2,674 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0000000945001,19902,144 9: Cypress Av. & Slover Av. PHF:0.759 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 56 318 61 159 355 495 272 614 38 42 641 165 3,217 10: Juniper Av. & Slover Av. PHF:0.899 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 36 0 55 12 1 11 16 700 41 72 656 18 1,617 3/14/2019 3/14/2019 8/17/2021 Volume Development ‐ AM Peak Hour 3/4/2019 5/8/2018 5/8/2018 4/13/2021 5.1-1 Page 1 of 1 1: Citrus Av. & I‐10 WB Ramps PHF:0.953 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0 1,289 604 0 964 492 0 0 0 383 0 505 4,237 2: Citrus Av. & I‐10 EB Ramps PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0 1,394 667 591 758 0 495 5 350 0 0 0 4,259 3: Citrus Av. & Slover Av. PHF:0.957 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 71 1,031 124 374 554 319 693 920 42 93 324 424 4,970 4: Oleander Av. & Driveway 1 PHF:SBL Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 0100070000000 17 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.895 5:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 40101716000421830 137 6: Oleander Av. & Driveway 3 PHF:0:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 06600670000000 134 7: Oleander Av. & Slover Av. PHF:0.921 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 53 5 78 23 7 35 40 1,336 111 55 636 20 2,400 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 00000001,4380071002,148 9: Cypress Av. & Slover Av. PHF:0.959 4:45 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 30 505 31 265 265 121 305 1,013 58 26 566 287 3,474 10: Juniper Av. & Slover Av. PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 NP: 5717032781,087557489292,266 3/14/2019 8/17/2021 8/17/2021 Volume Development ‐ PM Peak Hour 3/4/2019 4/13/2021 5/8/2018 5/8/2018 5.1-2 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 774 513 874 483 1315 575 Future Volume (vph) 774 513 874 483 1315 575 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)52.0 52.0 48.0 48.0 48.0 Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 5.1-3 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 774 513 0 874 483 0 1315 575 0 0 Future Volume (veh/h) 774 513 0 874 483 0 1315 575 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 823 334 0 930 504 0 1399 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %00000000 Cap, veh/h 845 1323 0 2247 681 0 1564 Arrive On Green 0.47 0.47 0.00 0.58 0.58 0.00 0.43 0.00 Sat Flow, veh/h 1810 2834 0 5358 1571 0 3705 1610 Grp Volume(v), veh/h 823 334 0 930 504 0 1399 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1571 0 1805 1610 Q Serve(g_s), s 44.5 7.1 0.0 10.0 23.7 0.0 35.9 0.0 Cycle Q Clear(g_c), s 44.5 7.1 0.0 10.0 23.7 0.0 35.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 845 1323 0 2247 681 0 1564 V/C Ratio(X) 0.97 0.25 0.00 0.41 0.74 0.00 0.89 Avail Cap(c_a), veh/h 850 1332 0 2247 681 0 1564 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.53 0.53 0.00 1.00 0.00 Uniform Delay (d), s/veh 26.1 16.1 0.0 14.1 17.0 0.0 26.2 0.0 Incr Delay (d2), s/veh 24.4 0.0 0.0 0.3 3.9 0.0 8.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 23.7 2.3 0.0 3.3 6.9 0.0 15.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.5 16.1 0.0 14.4 20.9 0.0 34.6 0.0 LnGrp LOS D B A B C A C Approach Vol, veh/h 1157 1434 1399 A Approach Delay, s/veh 40.6 16.7 34.6 Approach LOS D B C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 48.3 48.3 51.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 43.0 43.0 47.0 Max Q Clear Time (g_c+I1), s 25.7 37.9 46.5 Green Ext Time (p_c), s 4.8 2.9 0.2 Intersection Summary HCM 6th Ctrl Delay 29.9 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-4 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 374 4 984 694 1432 Future Volume (vph) 374 4 984 694 1432 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)32.0 32.0 39.0 29.0 68.0 Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 120 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.1-5 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 374 4 813 00009844336941432 0 Future Volume (veh/h) 374 4 813 00009844336941432 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 407 4 783 0 1070 345 754 1557 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 948 2 433 0 1395 450 805 2274 0 Arrive On Green 0.27 0.27 0.27 0.00 0.36 0.36 0.46 1.00 0.00 Sat Flow, veh/h 3510 8 1603 0 4037 1246 3510 3705 0 Grp Volume(v), veh/h 407 0 787 0 957 458 754 1557 0 Grp Sat Flow(s),veh/h/ln 1755 0 1611 0 1729 1654 1755 1805 0 Q Serve(g_s), s 9.6 0.0 27.0 0.0 24.5 24.5 20.4 0.0 0.0 Cycle Q Clear(g_c), s 9.6 0.0 27.0 0.0 24.5 24.5 20.4 0.0 0.0 Prop In Lane 1.00 0.99 0.00 0.75 1.00 0.00 Lane Grp Cap(c), veh/h 948 0 435 0 1247 597 805 2274 0 V/C Ratio(X)0.43 0.00 1.81 0.00 0.77 0.77 0.94 0.68 0.00 Avail Cap(c_a), veh/h 948 0 435 0 1247 597 878 2274 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.45 0.45 0.33 0.33 0.00 Uniform Delay (d), s/veh 30.1 0.0 36.5 0.0 28.3 28.3 26.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 373.0 0.0 2.1 4.3 6.6 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 0.0 55.0 0.0 9.7 9.7 6.3 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.3 0.0 409.5 0.0 30.4 32.6 33.0 0.6 0.0 LnGrp LOS C A F A C C C A A Approach Vol, veh/h 1194 1415 2311 Approach Delay, s/veh 280.2 31.1 11.1 Approach LOS F C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0 Max Q Clear Time (g_c+I1), s 22.4 26.5 29.0 2.0 Green Ext Time (p_c), s 0.5 3.7 0.0 9.5 Intersection Summary HCM 6th Ctrl Delay 82.2 HCM 6th LOS F 5.1-6 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 320 235 109 506 260 54 821 76 435 1095 Future Volume (vph) 320 235 109 506 260 54 821 76 435 1095 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)15.5 39.1 19.2 42.8 42.8 10.4 42.3 42.3 19.4 51.3 Total Split (%)12.9% 32.6% 16.0% 35.7% 35.7% 8.7% 35.3% 35.3% 16.2% 42.8% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 104.8 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.1-7 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 320 235 63 109 506 260 54 821 76 435 1095 819 Future Volume (veh/h) 320 235 63 109 506 260 54 821 76 435 1095 819 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 372 273 67 127 588 246 63 955 55 506 1273 814 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, %000000000000 Cap, veh/h 352 657 158 156 773 342 141 1214 531 483 954 546 Arrive On Green 0.10 0.23 0.23 0.09 0.21 0.21 0.04 0.34 0.34 0.14 0.43 0.43 Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1579 3510 2201 1258 Grp Volume(v), veh/h 372 169 171 127 588 246 63 955 55 506 1017 1070 Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1579 1755 1805 1655 Q Serve(g_s), s 10.5 8.4 8.6 7.2 16.0 15.0 1.8 25.0 2.5 14.4 45.4 45.4 Cycle Q Clear(g_c), s 10.5 8.4 8.6 7.2 16.0 15.0 1.8 25.0 2.5 14.4 45.4 45.4 Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 0.76 Lane Grp Cap(c), veh/h 352 412 404 156 773 342 141 1214 531 483 783 717 V/C Ratio(X) 1.06 0.41 0.42 0.81 0.76 0.72 0.45 0.79 0.10 1.05 1.30 1.49 Avail Cap(c_a), veh/h 352 565 555 245 1258 557 181 1255 549 483 783 717 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.1 34.4 34.5 47.0 38.6 38.2 49.1 31.4 23.9 45.2 29.7 29.7 Incr Delay (d2), s/veh 63.7 0.2 0.3 5.3 0.6 1.1 0.8 3.0 0.0 54.2 144.0 228.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 3.6 3.6 3.4 6.8 5.7 0.8 10.7 0.9 9.7 49.1 61.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 110.8 34.7 34.8 52.3 39.2 39.3 49.9 34.4 23.9 99.3 173.6 258.4 LnGrp LOS F CCDDDDCCFFF Approach Vol, veh/h 712 961 1073 2593 Approach Delay, s/veh 74.5 41.0 34.7 194.1 Approach LOS E D C F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.4 41.1 14.0 30.2 9.2 51.3 15.5 28.7 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 10.5 36.5 Max Q Clear Time (g_c+I1), s 16.4 27.0 9.2 10.6 3.8 47.4 12.5 18.0 Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 118.6 HCM 6th LOS F 5.1-8 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Intersection Int Delay, s/veh 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 121 72 0 0 94 15 48 0 10 0 Future Vol, veh/h 0 0 121 72 0 0 94 15 48 0 10 0 Conflicting Peds, #/hr 0 00000000003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 161 96 0 0 125 20 64 0 13 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 318 350 16 396 318 52 16 0 0 84 0 0 Stage 1 16 16 - 302 302 ------- Stage 2 302 334 - 94 16 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 639 577 1069 568 602 1021 1615 - - 1526 - - Stage 1 1009 886 - 712 668 ------- Stage 2 712 647 - 918 886 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 597 528 1066 452 551 1021 1610 - - 1526 - - Mov Cap-2 Maneuver 597 528 - 452 551 ------- Stage 1 923 883 - 654 613 ------- Stage 2 654 594 - 779 883 ------- Approach EB WB NB SB HCM Control Delay, s 9 15.1 4.4 0 HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1610 - - 1066 452 1526 - - HCM Lane V/C Ratio 0.078 - - 0.151 0.212 - - - HCM Control Delay (s) 7.4 0 - 9 15.1 0 - - HCM Lane LOS A A - A C A - - HCM 95th %tile Q(veh) 0.3 - - 0.5 0.8 0 - - 5.1-9 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)21 589 297 775 98 5 28 125 Future Volume (vph)21 589 297 775 98 5 28 125 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)10.0 28.3 27.0 45.3 44.7 44.7 44.7 44.7 Total Split (%)10.0% 28.3% 27.0% 45.3% 44.7% 44.7% 44.7% 44.7% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 79.7 Natural Cycle: 135 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 5.1-10 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 589 234 297 775 128 98 5 328 28 125 48 Future Volume (veh/h) 21 589 234 297 775 128 98 5 328 28 125 48 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 31 866 273 437 1140 138 144 7 278 41 184 58 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Percent Heavy Veh, %000000000000 Cap, veh/h 55 671 211 454 1525 184 300 12 475 251 413 130 Arrive On Green 0.03 0.25 0.25 0.25 0.47 0.47 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1810 2672 841 1810 3230 390 1131 40 1577 1112 1371 432 Grp Volume(v), veh/h 31 584 555 437 636 642 144 0 285 41 0 242 Grp Sat Flow(s),veh/h/ln 1810 1805 1707 1810 1805 1815 1131 0 1616 1112 0 1803 Q Serve(g_s), s 1.5 22.0 22.0 20.9 25.1 25.3 10.3 0.0 13.1 2.8 0.0 9.5 Cycle Q Clear(g_c), s 1.5 22.0 22.0 20.9 25.1 25.3 19.8 0.0 13.1 15.9 0.0 9.5 Prop In Lane 1.00 0.49 1.00 0.21 1.00 0.98 1.00 0.24 Lane Grp Cap(c), veh/h 55 453 429 454 852 857 300 0 487 251 0 543 V/C Ratio(X) 0.57 1.29 1.29 0.96 0.75 0.75 0.48 0.00 0.59 0.16 0.00 0.45 Avail Cap(c_a), veh/h 103 453 429 454 852 857 461 0 716 408 0 799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.9 32.8 32.8 32.4 18.8 18.9 32.7 0.0 26.0 32.7 0.0 24.7 Incr Delay (d2), s/veh 3.4 145.9 148.3 32.2 3.5 3.5 0.4 0.0 0.4 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 27.3 26.1 12.5 9.9 10.1 2.7 0.0 4.8 0.8 0.0 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.3 178.7 181.1 64.5 22.3 22.4 33.1 0.0 26.4 32.8 0.0 24.9 LnGrp LOS D F F E C C C A C C A C Approach Vol, veh/h 1170 1715 429 283 Approach Delay, s/veh 176.3 33.1 28.6 26.1 Approach LOS F C C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 32.3 27.0 28.3 32.3 7.6 47.7 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 38.8 22.0 22.0 38.8 5.0 39.0 Max Q Clear Time (g_c+I1), s 21.8 22.9 24.0 17.9 3.5 27.3 Green Ext Time (p_c), s 1.3 0.0 0.0 1.0 0.0 5.1 Intersection Summary HCM 6th Ctrl Delay 78.6 HCM 6th LOS E 5.1-11 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 272 614 42 641 165 56 318 159 355 495 Future Volume (vph) 272 614 42 641 165 56 318 159 355 495 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0 Total Split (s)12.0 38.3 12.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0 Total Split (%)12.0% 38.3% 12.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 87.7 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cypress Av. & Slover Av. 5.1-12 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 272 614 38 42 641 165 56 318 61 159 355 495 Future Volume (veh/h) 272 614 38 42 641 165 56 318 61 159 355 495 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 358 808 38 55 843 166 74 418 62 209 467 465 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, %000000000000 Cap, veh/h 279 1164 55 76 1064 565 95 985 145 199 602 626 Arrive On Green 0.08 0.33 0.33 0.04 0.29 0.29 0.05 0.31 0.31 0.06 0.32 0.32 Sat Flow, veh/h 3510 3504 165 1810 3610 1607 1810 3149 464 3510 1900 1574 Grp Volume(v), veh/h 358 416 430 55 843 166 74 238 242 209 467 465 Grp Sat Flow(s),veh/h/ln 1755 1805 1864 1810 1805 1607 1810 1805 1808 1755 1900 1574 Q Serve(g_s), s 7.0 17.6 17.7 2.6 18.9 6.6 3.6 9.2 9.4 5.0 19.6 22.3 Cycle Q Clear(g_c), s 7.0 17.6 17.7 2.6 18.9 6.6 3.6 9.2 9.4 5.0 19.6 22.3 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 279 600 619 76 1064 565 95 565 566 199 602 626 V/C Ratio(X) 1.28 0.69 0.69 0.72 0.79 0.29 0.77 0.42 0.43 1.05 0.78 0.74 Avail Cap(c_a), veh/h 279 655 676 144 1310 674 103 684 685 199 720 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.6 25.6 25.6 41.7 28.6 20.7 41.3 24.0 24.0 41.6 27.3 22.8 Incr Delay (d2), s/veh 152.6 2.9 2.8 12.3 2.8 0.3 28.5 0.5 0.5 77.6 4.5 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.8 7.4 7.6 1.4 7.9 2.3 2.3 3.7 3.8 4.2 8.9 8.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 193.2 28.4 28.3 54.0 31.4 21.0 69.8 24.5 24.5 119.2 31.7 26.3 LnGrp LOS F CCDCCECCFCC Approach Vol, veh/h 1204 1064 554 1141 Approach Delay, s/veh 77.4 30.9 30.6 45.6 Approach LOS E C C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.0 33.9 8.7 35.6 9.7 34.2 12.0 32.3 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 5.0 33.4 7.0 32.0 5.0 33.4 7.0 32.0 Max Q Clear Time (g_c+I1), s 7.0 11.4 4.6 19.7 5.6 24.3 9.0 20.9 Green Ext Time (p_c), s 0.0 2.5 0.0 3.9 0.0 3.1 0.0 4.4 Intersection Summary HCM 6th Ctrl Delay 49.2 HCM 6th LOS D 5.1-13 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 20 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 700 41 72 656 18 36 0 55 12 1 11 Future Vol, veh/h 16 700 41 72 656 18 36 0 55 12 1 11 Conflicting Peds, #/hr 0 01000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 18 778 46 80 729 20 40 0 61 13 1 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 749 0 0 825 0 0 1363 1747 413 1324 1760 375 Stage 1 ------838838-899899- Stage 2 ------525909-425861- Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 869 - - 814 - - 109 87 594 116 85 628 Stage 1 ------331384-304360- Stage 2 ------509357-583375- Platoon blocked, % - - - - Mov Cap-1 Maneuver 869 - - 813 - - 96 77 593 95 75 628 Mov Cap-2 Maneuver ------9677-9575- Stage 1 ------324376-298325- Stage 2 ------448322-512367- Approach EB WB NB SB HCM Control Delay, s 0.2 1 41.8 33.4 HCM LOS E D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)195 869 - - 813 - - 153 HCM Lane V/C Ratio 0.519 0.02 - - 0.098 - - 0.174 HCM Control Delay (s) 41.8 9.2 - - 9.9 - - 33.4 HCM Lane LOS E A - - A - - D HCM 95th %tile Q(veh) 2.6 0.1 - - 0.3 - - 0.6 5.1-14 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 383 505 1289 604 964 492 Future Volume (vph) 383 505 1289 604 964 492 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)53.6 53.6 36.4 36.4 36.4 Total Split (%)59.6% 59.6% 40.4% 40.4% 40.4% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 5.1-15 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 383 505 0 1289 604 0 964 492 0 0 Future Volume (veh/h) 383 505 0 1289 604 0 964 492 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 403 370 0 1357 600 0 1015 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %00000000 Cap, veh/h 457 716 0 3301 1021 0 2297 Arrive On Green 0.25 0.25 0.00 1.00 1.00 0.00 0.64 0.00 Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610 Grp Volume(v), veh/h 403 370 0 1357 600 0 1015 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610 Q Serve(g_s), s 19.3 10.1 0.0 0.0 0.0 0.0 12.8 0.0 Cycle Q Clear(g_c), s 19.3 10.1 0.0 0.0 0.0 0.0 12.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 457 716 0 3301 1021 0 2297 V/C Ratio(X) 0.88 0.52 0.00 0.41 0.59 0.00 0.44 Avail Cap(c_a), veh/h 977 1530 0 3301 1021 0 2297 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.09 0.09 0.00 1.00 0.00 Uniform Delay (d), s/veh 32.3 28.9 0.0 0.0 0.0 0.0 8.3 0.0 Incr Delay (d2), s/veh 2.3 0.2 0.0 0.0 0.2 0.0 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.5 3.4 0.0 0.0 0.1 0.0 4.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 29.1 0.0 0.0 0.2 0.0 8.9 0.0 LnGrp LOS C C AAAAA Approach Vol, veh/h 773 1957 1015 A Approach Delay, s/veh 32.0 0.1 8.9 Approach LOS C A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 62.3 62.3 27.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.4 31.4 48.6 Max Q Clear Time (g_c+I1), s 2.0 14.8 21.3 Green Ext Time (p_c), s 8.5 4.1 1.5 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-16 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 495 5 1394 591 758 Future Volume (vph) 495 5 1394 591 758 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)40.0 40.0 27.0 23.0 50.0 Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.1-17 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 495 5 350 00001394 667 591 758 0 Future Volume (veh/h) 495 5 350 00001394 667 591 758 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 527 5 289 0 1483 526 629 806 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 766 6 346 0 1629 567 687 2421 0 Arrive On Green 0.22 0.22 0.22 0.00 0.43 0.43 0.39 1.00 0.00 Sat Flow, veh/h 3510 27 1587 0 3953 1318 3510 3705 0 Grp Volume(v), veh/h 527 0 294 0 1354 655 629 806 0 Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1642 1755 1805 0 Q Serve(g_s), s 12.4 0.0 15.7 0.0 33.0 34.0 15.3 0.0 0.0 Cycle Q Clear(g_c), s 12.4 0.0 15.7 0.0 33.0 34.0 15.3 0.0 0.0 Prop In Lane 1.00 0.98 0.00 0.80 1.00 0.00 Lane Grp Cap(c), veh/h 766 0 352 0 1489 707 687 2421 0 V/C Ratio(X)0.69 0.00 0.83 0.00 0.91 0.93 0.92 0.33 0.00 Avail Cap(c_a), veh/h 1365 0 628 0 1489 707 741 2421 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.88 0.88 0.00 Uniform Delay (d), s/veh 32.4 0.0 33.6 0.0 24.0 24.3 26.7 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.0 0.0 1.1 2.7 13.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 0.0 5.9 0.0 12.1 12.2 5.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.8 0.0 35.6 0.0 25.0 27.0 40.1 0.3 0.0 LnGrp LOS C A D A C C D A A Approach Vol, veh/h 821 2009 1435 Approach Delay, s/veh 33.8 25.7 17.8 Approach LOS C C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 21.6 43.8 24.6 65.4 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0 Max Q Clear Time (g_c+I1), s 17.3 36.0 17.7 2.0 Green Ext Time (p_c), s 0.3 0.0 2.0 3.5 Intersection Summary HCM 6th Ctrl Delay 24.6 HCM 6th LOS C 5.1-18 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 693 920 93 324 424 71 1031 124 374 554 Future Volume (vph) 693 920 93 324 424 71 1031 124 374 554 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4 Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 112.6 Natural Cycle: 145 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.1-19 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 693 920 42 93 324 424 71 1031 124 374 554 319 Future Volume (veh/h) 693 920 42 93 324 424 71 1031 124 374 554 319 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 722 958 17 97 338 397 74 1074 64 390 577 239 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 437 1187 21 122 974 434 141 1152 505 312 916 379 Arrive On Green 0.12 0.33 0.33 0.07 0.27 0.27 0.04 0.32 0.32 0.09 0.37 0.37 Sat Flow, veh/h 3510 3628 64 1810 3610 1608 3510 3610 1582 3510 2490 1030 Grp Volume(v), veh/h 722 477 498 97 338 397 74 1074 64 390 418 398 Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1608 1755 1805 1582 1755 1805 1715 Q Serve(g_s), s 14.0 27.1 27.1 5.9 8.5 26.9 2.3 32.4 3.2 10.0 21.4 21.5 Cycle Q Clear(g_c), s 14.0 27.1 27.1 5.9 8.5 26.9 2.3 32.4 3.2 10.0 21.4 21.5 Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 0.60 Lane Grp Cap(c), veh/h 437 591 617 122 974 434 141 1152 505 312 664 631 V/C Ratio(X) 1.65 0.81 0.81 0.80 0.35 0.91 0.53 0.93 0.13 1.25 0.63 0.63 Avail Cap(c_a), veh/h 437 658 688 153 1172 522 181 1198 525 312 666 633 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.2 34.6 34.6 51.7 33.1 39.8 52.9 37.1 27.2 51.2 29.2 29.2 Incr Delay (d2), s/veh 303.3 5.9 5.6 16.1 0.1 17.1 1.1 12.4 0.0 135.8 1.4 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 24.3 12.3 12.8 3.2 3.6 12.2 1.0 15.5 1.2 10.2 9.1 8.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 352.5 40.5 40.2 67.8 33.1 56.9 54.0 49.5 27.2 187.1 30.6 30.8 LnGrp LOS F D D E C E D D C F C C Approach Vol, veh/h 1697 832 1212 1206 Approach Delay, s/veh 173.1 48.5 48.6 81.3 Approach LOS F D D F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.0 41.8 12.6 43.1 9.5 47.3 19.0 36.6 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5 Max Q Clear Time (g_c+I1), s 12.0 34.4 7.9 29.1 4.3 23.5 16.0 28.9 Green Ext Time (p_c), s 0.0 1.5 0.0 2.9 0.0 2.8 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 99.3 HCM 6th LOS F 5.1-20 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 42 18 3 0 40 10 17 1 6 0 Future Vol, veh/h 0 0 42 18 3 0 40 10 17 1 6 0 Conflicting Peds, #/hr 0 00000001001 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 47 20 3 0 44 11 19 1 7 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 120 129 8 143 120 22 8 0 0 31 0 0 Stage 1 10 10 - 110 110 ------- Stage 2 110 119 - 33 10 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 860 765 1080 831 774 1061 1625 - - 1595 - - Stage 1 1016 891 - 900 808 ------- Stage 2 900 801 - 988 891 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 838 741 1079 777 750 1060 1623 - - 1593 - - Mov Cap-2 Maneuver 838 741 - 777 750 ------- Stage 1 987 889 - 874 785 ------- Stage 2 871 778 - 944 889 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 9.8 4.3 1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1623 - - 1079 773 1593 - - HCM Lane V/C Ratio 0.027 - - 0.043 0.03 0.001 - - HCM Control Delay (s) 7.3 0 - 8.5 9.8 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 - - 5.1-21 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)40 1336 55 636 53 5 23 7 Future Volume (vph)40 1336 55 636 53 5 23 7 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2 Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 95 Actuated Cycle Length: 65.6 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 5.1-22 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 1336 111 55 636 20 53 5 78 23 7 35 Future Volume (veh/h) 40 1336 111 55 636 20 53 5 78 23 7 35 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 43 1452 99 60 691 21 58 5 62 25 8 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000000000 Cap, veh/h 79 1767 120 99 1880 57 269 15 180 241 43 156 Arrive On Green 0.04 0.52 0.52 0.05 0.53 0.53 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1810 3430 233 1810 3574 109 1393 122 1507 1355 360 1305 Grp Volume(v), veh/h 43 761 790 60 349 363 58 0 67 25 0 37 Grp Sat Flow(s),veh/h/ln 1810 1805 1858 1810 1805 1878 1393 0 1629 1355 0 1665 Q Serve(g_s), s 1.3 19.6 19.8 1.8 6.3 6.3 2.2 0.0 2.1 1.0 0.0 1.1 Cycle Q Clear(g_c), s 1.3 19.6 19.8 1.8 6.3 6.3 3.3 0.0 2.1 3.0 0.0 1.1 Prop In Lane 1.00 0.13 1.00 0.06 1.00 0.93 1.00 0.78 Lane Grp Cap(c), veh/h 79 930 957 99 949 988 269 0 194 241 0 199 V/C Ratio(X) 0.54 0.82 0.83 0.61 0.37 0.37 0.22 0.00 0.34 0.10 0.00 0.19 Avail Cap(c_a), veh/h 196 1126 1159 164 1093 1137 1067 0 1128 1017 0 1153 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 11.2 11.3 25.6 7.7 7.7 23.4 0.0 22.4 23.8 0.0 21.9 Incr Delay (d2), s/veh 2.1 3.8 3.9 2.2 0.2 0.2 0.1 0.0 0.4 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 6.1 6.4 0.7 1.7 1.7 0.6 0.0 0.7 0.3 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.1 15.0 15.2 27.8 7.9 7.9 23.6 0.0 22.8 23.8 0.0 22.1 LnGrp LOS C B B C A A C A C C A C Approach Vol, veh/h 1594 772 125 62 Approach Delay, s/veh 15.5 9.4 23.1 22.8 Approach LOS B A C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 12.5 8.0 34.8 12.5 7.4 35.4 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5 Max Q Clear Time (g_c+I1), s 5.3 3.8 21.8 5.0 3.3 8.3 Green Ext Time (p_c), s 0.3 0.0 6.7 0.2 0.0 3.2 Intersection Summary HCM 6th Ctrl Delay 14.2 HCM 6th LOS B 5.1-23 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 17 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 305 1013 26 566 287 30 505 265 265 121 Future Volume (vph) 305 1013 26 566 287 30 505 265 265 121 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0 Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0 Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 117 Actuated Cycle Length: 92 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cypress Av. & Slover Av. 5.1-24 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 305 1013 58 26 566 287 30 505 31 265 265 121 Future Volume (veh/h) 305 1013 58 26 566 287 30 505 31 265 265 121 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 318 1055 50 27 590 233 31 526 29 276 276 87 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 425 1256 60 52 959 602 57 728 40 382 544 655 Arrive On Green 0.12 0.36 0.36 0.03 0.27 0.27 0.03 0.21 0.21 0.11 0.29 0.29 Sat Flow, veh/h 3510 3509 166 1810 3610 1608 1810 3479 191 3510 1900 1607 Grp Volume(v), veh/h 318 543 562 27 590 233 31 272 283 276 276 87 Grp Sat Flow(s),veh/h/ln 1755 1805 1870 1810 1805 1608 1810 1805 1866 1755 1900 1607 Q Serve(g_s), s 6.7 21.1 21.1 1.1 11.0 8.1 1.3 10.8 10.8 5.8 9.3 2.6 Cycle Q Clear(g_c), s 6.7 21.1 21.1 1.1 11.0 8.1 1.3 10.8 10.8 5.8 9.3 2.6 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 425 646 670 52 959 602 57 378 390 382 544 655 V/C Ratio(X) 0.75 0.84 0.84 0.52 0.62 0.39 0.54 0.72 0.72 0.72 0.51 0.13 Avail Cap(c_a), veh/h 689 755 783 355 1511 848 355 765 790 689 805 876 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 22.5 22.5 36.6 24.7 17.5 36.5 28.2 28.2 33.0 22.8 14.2 Incr Delay (d2), s/veh 2.7 7.4 7.2 8.0 0.6 0.4 7.8 2.6 2.6 2.6 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 9.1 9.4 0.6 4.3 2.7 0.7 4.5 4.7 2.4 3.9 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.1 29.9 29.7 44.6 25.3 17.9 44.3 30.8 30.7 35.6 23.5 14.3 LnGrp LOS DCCDCBDCCDCB Approach Vol, veh/h 1423 850 586 639 Approach Delay, s/veh 31.0 23.9 31.5 27.5 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.3 22.3 7.2 33.7 7.4 28.2 14.3 26.6 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 7.8 12.8 3.1 23.1 3.3 11.3 8.7 13.0 Green Ext Time (p_c), s 0.5 2.9 0.0 4.3 0.0 1.6 0.6 4.2 Intersection Summary HCM 6th Ctrl Delay 28.7 HCM 6th LOS C 5.1-25 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 20 Intersection Int Delay, s/veh 26.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1087 55 74 892 9 57 1 70 3 2 7 Future Vol, veh/h 8 1087 55 74 892 9 57 1 70 3 2 7 Conflicting Peds, #/hr 0 03002000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 00000000000 Mvmt Flow 9 1156 59 79 949 10 61 1 74 3 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 961 0 0 1218 0 0 1841 2326 611 1711 2350 482 Stage 1 ------1207 1207 - 1114 1114 - Stage 2 ------6341119 - 597 1236 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 724 - - 580 - - ~ 48 38 442 60 36 536 Stage 1 ------198259-225286- Stage 2 ------439285-461250- Platoon blocked, % - - - - Mov Cap-1 Maneuver 723 - - 578 - - ~ 40 32 441 43 31 535 Mov Cap-2 Maneuver ------~ 4032-4331- Stage 1 ------195255-222246- Stage 2 ------370245-377246- Approach EB WB NB SB HCM Control Delay, s 0.1 0.9 $ 462.1 57.6 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)79 723 - - 578 - - 81 HCM Lane V/C Ratio 1.724 0.012 - - 0.136 - - 0.158 HCM Control Delay (s) $ 462.1 10 - - 12.2 - - 57.6 HCM Lane LOS F B - - B - - F HCM 95th %tile Q(veh) 11.6 0 - - 0.5 - - 0.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 5.1-26 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.2: OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Page 1 of 1 1: Citrus Av. & I‐10 WB Ramps PHF:0.935 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 0 875 494 0 1,317 575 0 0 0 774 0 513 4,548 2: Citrus Av. & I‐10 EB Ramps PHF:0.922 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 0 995 433 694 1,434 0 374 4 848 0 0 0 4,781 3: Citrus Av. & Slover Av. PHF:0.865 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 54 821 81 472 1,095 819 320 235 63 110 506 271 4,848 4: Oleander Av. & Driveway 1 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 015210100000600 53 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.750 7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 94 36 72 0 16 0 0 0 121 79 0 0 419 6: Oleander Av. & Driveway 3 PHF:7:15 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 02012502180000700 451 7: Oleander Av. & Slover Av. PHF:0.683 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 98 5 328 38 125 57 63 589 234 297 779 156 2,767 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 0000040955001,22762,192 9: Cypress Av. & Slover Av. PHF:0.759 7:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 58 318 61 159 355 495 272 623 39 42 672 165 3,260 10: Juniper Av. & Slover Av. PHF:0.899 7:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 36 0 55 12 1 11 31 706 41 72 675 18 1,657 3/14/2019 3/14/2019 8/17/2021 Volume Development ‐ AM Peak Hour 3/4/2019 5/8/2018 5/8/2018 4/13/2021 5.2-1 Page 1 of 1 1: Citrus Av. & I‐10 WB Ramps PHF:0.953 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 0 1,292 639 0 965 492 0 0 0 383 0 505 4,276 2: Citrus Av. & I‐10 EB Ramps PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 0 1,432 667 591 759 0 495 5 365 0 0 0 4,313 3: Citrus Av. & Slover Av. PHF:0.957 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 71 1,031 126 390 554 319 693 920 42 99 324 462 5,032 4: Oleander Av. & Driveway 1 PHF:SBL Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 01090700001900 45 5: Oleander Av. & Boyle Av./Drw 2 PHF:0.895 5:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 40 19 29 1 25 0 0 0 42 48 3 0 207 6: Oleander Av. & Driveway 3 PHF:0:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 08611011600002400 238 7: Oleander Av. & Slover Av. PHF:0.921 4:30 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 53 5 78 61 7 70 59 1,336 111 55 645 33 2,514 8: Driveway 4 & Slover Av. PHF:Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 00000901,4760072322,210 9: Cypress Av. & Slover Av. PHF:0.959 4:45 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 31 505 31 265 265 121 305 1,048 61 26 580 287 3,527 10: Juniper Av. & Slover Av. PHF:0.936 4:00 Count Date: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 2023 WP: 57 1 70 3 2 7 29 1,107 55 74 900 9 2,315 3/14/2019 8/17/2021 8/17/2021 Volume Development ‐ PM Peak Hour 3/4/2019 4/13/2021 5/8/2018 5/8/2018 5.2-2 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 774 513 875 494 1317 575 Future Volume (vph) 774 513 875 494 1317 575 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)52.0 52.0 48.0 48.0 48.0 Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 5.2-3 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 774 513 0 875 494 0 1317 575 0 0 Future Volume (veh/h) 774 513 0 875 494 0 1317 575 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 823 334 0 931 516 0 1401 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %00000000 Cap, veh/h 845 1323 0 2247 681 0 1564 Arrive On Green 0.47 0.47 0.00 0.58 0.58 0.00 0.43 0.00 Sat Flow, veh/h 1810 2834 0 5358 1571 0 3705 1610 Grp Volume(v), veh/h 823 334 0 931 516 0 1401 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1571 0 1805 1610 Q Serve(g_s), s 44.5 7.1 0.0 10.0 24.7 0.0 36.0 0.0 Cycle Q Clear(g_c), s 44.5 7.1 0.0 10.0 24.7 0.0 36.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 845 1323 0 2247 681 0 1564 V/C Ratio(X) 0.97 0.25 0.00 0.41 0.76 0.00 0.90 Avail Cap(c_a), veh/h 850 1332 0 2247 681 0 1564 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.52 0.52 0.00 1.00 0.00 Uniform Delay (d), s/veh 26.1 16.1 0.0 14.1 17.3 0.0 26.3 0.0 Incr Delay (d2), s/veh 24.4 0.0 0.0 0.3 4.2 0.0 8.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 23.7 2.3 0.0 3.3 7.2 0.0 15.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.5 16.1 0.0 14.4 21.4 0.0 34.7 0.0 LnGrp LOS D B A B C A C Approach Vol, veh/h 1157 1447 1401 A Approach Delay, s/veh 40.6 16.9 34.7 Approach LOS D B C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 48.3 48.3 51.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 43.0 43.0 47.0 Max Q Clear Time (g_c+I1), s 26.7 38.0 46.5 Green Ext Time (p_c), s 4.7 2.9 0.2 Intersection Summary HCM 6th Ctrl Delay 30.0 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.2-4 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 374 4 995 694 1434 Future Volume (vph) 374 4 995 694 1434 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)32.0 32.0 39.0 29.0 68.0 Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 130 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.2-5 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 374 4 848 00009954336941434 0 Future Volume (veh/h) 374 4 848 00009954336941434 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 407 4 821 0 1082 345 754 1559 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 948 2 433 0 1399 446 805 2274 0 Arrive On Green 0.27 0.27 0.27 0.00 0.36 0.36 0.46 1.00 0.00 Sat Flow, veh/h 3510 8 1604 0 4049 1236 3510 3705 0 Grp Volume(v), veh/h 407 0 825 0 965 462 754 1559 0 Grp Sat Flow(s),veh/h/ln 1755 0 1611 0 1729 1656 1755 1805 0 Q Serve(g_s), s 9.6 0.0 27.0 0.0 24.7 24.7 20.4 0.0 0.0 Cycle Q Clear(g_c), s 9.6 0.0 27.0 0.0 24.7 24.7 20.4 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.75 1.00 0.00 Lane Grp Cap(c), veh/h 948 0 435 0 1247 597 805 2274 0 V/C Ratio(X)0.43 0.00 1.90 0.00 0.77 0.77 0.94 0.69 0.00 Avail Cap(c_a), veh/h 948 0 435 0 1247 597 878 2274 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.46 0.46 0.32 0.32 0.00 Uniform Delay (d), s/veh 30.1 0.0 36.5 0.0 28.3 28.3 26.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 411.9 0.0 2.2 4.5 6.4 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 0.0 59.7 0.0 9.9 9.9 6.3 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.3 0.0 448.4 0.0 30.6 32.9 32.8 0.5 0.0 LnGrp LOS C A F A C C C A A Approach Vol, veh/h 1232 1427 2313 Approach Delay, s/veh 310.3 31.3 11.1 Approach LOS F C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0 Max Q Clear Time (g_c+I1), s 22.4 26.7 29.0 2.0 Green Ext Time (p_c), s 0.5 3.6 0.0 9.6 Intersection Summary HCM 6th Ctrl Delay 91.0 HCM 6th LOS F 5.2-6 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 320 235 110 506 271 54 821 81 472 1095 Future Volume (vph) 320 235 110 506 271 54 821 81 472 1095 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)16.0 39.1 19.2 42.3 42.3 10.4 42.3 42.3 19.4 51.3 Total Split (%)13.3% 32.6% 16.0% 35.3% 35.3% 8.7% 35.3% 35.3% 16.2% 42.8% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 105.4 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.2-7 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 320 235 63 110 506 271 54 821 81 472 1095 819 Future Volume (veh/h) 320 235 63 110 506 271 54 821 81 472 1095 819 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 372 273 67 128 588 259 63 955 61 549 1273 814 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, %000000000000 Cap, veh/h 367 667 161 157 772 341 140 1207 528 480 949 542 Arrive On Green 0.10 0.23 0.23 0.09 0.21 0.21 0.04 0.33 0.33 0.14 0.43 0.43 Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1578 3510 2201 1258 Grp Volume(v), veh/h 372 169 171 128 588 259 63 955 61 549 1017 1070 Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1578 1755 1805 1655 Q Serve(g_s), s 11.0 8.4 8.6 7.3 16.1 16.0 1.8 25.2 2.8 14.4 45.4 45.4 Cycle Q Clear(g_c), s 11.0 8.4 8.6 7.3 16.1 16.0 1.8 25.2 2.8 14.4 45.4 45.4 Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 0.76 Lane Grp Cap(c), veh/h 367 418 410 157 772 341 140 1207 528 480 778 713 V/C Ratio(X) 1.01 0.40 0.42 0.82 0.76 0.76 0.45 0.79 0.12 1.14 1.31 1.50 Avail Cap(c_a), veh/h 367 562 552 244 1234 546 180 1248 546 480 778 713 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.2 34.3 34.4 47.3 38.9 38.9 49.4 31.7 24.3 45.5 30.0 30.0 Incr Delay (d2), s/veh 50.8 0.2 0.3 5.9 0.6 1.3 0.8 3.1 0.0 86.9 147.3 232.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 3.6 3.6 3.4 6.9 6.1 0.8 10.9 1.0 11.8 49.7 62.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 97.9 34.6 34.7 53.2 39.5 40.2 50.3 34.8 24.3 132.4 177.3 262.5 LnGrp LOS F CCDDDDCCFFF Approach Vol, veh/h 712 975 1079 2636 Approach Delay, s/veh 67.7 41.5 35.2 202.5 Approach LOS E D D F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.4 41.1 14.1 30.7 9.2 51.3 16.0 28.8 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 11.0 36.0 Max Q Clear Time (g_c+I1), s 16.4 27.2 9.3 10.6 3.8 47.4 13.0 18.1 Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 122.3 HCM 6th LOS F 5.2-8 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 4: Oleander Av. & Driveway 1 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 0 15 21 0 10 Future Vol, veh/h 6 0 15 21 0 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 7 0 16 23 0 11 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 39 28 0 0 39 0 Stage 1 28 ----- Stage 2 11 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 978 1053 - - 1584 - Stage 1 1000 ----- Stage 2 1017 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 978 1053 - - 1584 - Mov Cap-2 Maneuver 978 ----- Stage 1 1000 ----- Stage 2 1017 ----- Approach WB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 978 1584 - HCM Lane V/C Ratio - - 0.007 - - HCM Control Delay (s) - - 8.7 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 5.2-9 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 121 79 0 0 94 36 72 0 16 0 Future Vol, veh/h 0 0 121 79 0 0 94 36 72 0 16 0 Conflicting Peds, #/hr 0 00000000003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 161 105 0 0 125 48 96 0 21 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 370 418 24 448 370 96 24 0 0 144 0 0 Stage 1 24 24 - 346 346 ------- Stage 2 346 394 - 102 24 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 590 529 1058 524 563 966 1604 - - 1451 - - Stage 1 999 879 - 674 639 ------- Stage 2 674 609 - 909 879 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 550 482 1055 414 513 966 1599 - - 1451 - - Mov Cap-2 Maneuver 550 482 - 414 513 ------- Stage 1 910 876 - 616 584 ------- Stage 2 616 557 - 770 876 ------- Approach EB WB NB SB HCM Control Delay, s 9 16.6 3.5 0 HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1599 - - 1055 414 1451 - - HCM Lane V/C Ratio 0.078 - - 0.153 0.254 - - - HCM Control Delay (s) 7.4 0 - 9 16.6 0 - - HCM Lane LOS A A - A C A - - HCM 95th %tile Q(veh) 0.3 - - 0.5 1 0 - - 5.2-10 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 6: Oleander Av. & Driveway 3 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 0 201 25 0 218 Future Vol, veh/h 7 0 201 25 0 218 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 8 0 218 27 0 237 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 469 232 0 0 245 0 Stage 1 232 ----- Stage 2 237 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 556 812 - - 1333 - Stage 1 811 ----- Stage 2 807 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 556 812 - - 1333 - Mov Cap-2 Maneuver 556 ----- Stage 1 811 ----- Stage 2 807 ----- Approach WB NB SB HCM Control Delay, s 11.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 556 1333 - HCM Lane V/C Ratio - - 0.014 - - HCM Control Delay (s) - - 11.6 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - 5.2-11 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)63 589 297 779 98 5 38 125 Future Volume (vph)63 589 297 779 98 5 38 125 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)11.0 28.3 25.7 43.0 46.0 46.0 46.0 46.0 Total Split (%)11.0% 28.3% 25.7% 43.0% 46.0% 46.0% 46.0% 46.0% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 78.5 Natural Cycle: 135 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 5.2-12 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 63 589 234 297 779 156 98 5 328 38 125 57 Future Volume (veh/h) 63 589 234 297 779 156 98 5 328 38 125 57 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 93 866 273 437 1146 179 144 7 278 56 184 71 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Percent Heavy Veh, %000000000000 Cap, veh/h 119 679 214 433 1331 207 299 12 486 261 398 153 Arrive On Green 0.07 0.25 0.25 0.24 0.43 0.43 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1810 2672 841 1810 3114 484 1119 40 1577 1112 1290 498 Grp Volume(v), veh/h 93 584 555 437 662 663 144 0 285 56 0 255 Grp Sat Flow(s),veh/h/ln 1810 1805 1708 1810 1805 1794 1119 0 1616 1112 0 1788 Q Serve(g_s), s 4.4 22.0 22.0 20.7 28.7 29.1 10.3 0.0 12.8 3.9 0.0 10.0 Cycle Q Clear(g_c), s 4.4 22.0 22.0 20.7 28.7 29.1 20.3 0.0 12.8 16.7 0.0 10.0 Prop In Lane 1.00 0.49 1.00 0.27 1.00 0.98 1.00 0.28 Lane Grp Cap(c), veh/h 119 459 434 433 771 767 299 0 498 261 0 551 V/C Ratio(X) 0.78 1.27 1.28 1.01 0.86 0.86 0.48 0.00 0.57 0.21 0.00 0.46 Avail Cap(c_a), veh/h 125 459 434 433 771 767 473 0 749 433 0 828 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.8 32.3 32.3 32.9 22.4 22.5 32.3 0.0 25.2 32.2 0.0 24.2 Incr Delay (d2), s/veh 22.9 139.6 141.9 45.8 9.4 10.0 0.4 0.0 0.4 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 26.6 25.5 13.9 12.7 12.9 2.7 0.0 4.7 1.0 0.0 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.7 171.8 174.2 78.8 31.8 32.5 32.8 0.0 25.5 32.3 0.0 24.4 LnGrp LOS E F F F C C C A C C A C Approach Vol, veh/h 1232 1762 429 311 Approach Delay, s/veh 164.7 43.7 28.0 25.8 Approach LOS F D C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 32.6 25.7 28.3 32.6 10.7 43.3 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 40.1 20.7 22.0 40.1 6.0 36.7 Max Q Clear Time (g_c+I1), s 22.3 22.7 24.0 18.7 6.4 31.1 Green Ext Time (p_c), s 1.3 0.0 0.0 1.2 0.0 3.2 Intersection Summary HCM 6th Ctrl Delay 80.3 HCM 6th LOS F 5.2-13 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 8: Slover Av. & Driveway 4 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 955 1227 6 0 4 Future Vol, veh/h 0 955 1227 6 0 4 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 1038 1334 7 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 671 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.9 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.3 Pot Cap-1 Maneuver 0 - - - 0 404 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----404 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 14 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 404 HCM Lane V/C Ratio - - - 0.011 HCM Control Delay (s) - - - 14 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0 5.2-14 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 272 623 42 672 165 58 318 159 355 495 Future Volume (vph) 272 623 42 672 165 58 318 159 355 495 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0 Total Split (s)12.0 38.3 12.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0 Total Split (%)12.0% 38.3% 12.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 88.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cypress Av. & Slover Av. 5.2-15 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 272 623 39 42 672 165 58 318 61 159 355 495 Future Volume (veh/h) 272 623 39 42 672 165 58 318 61 159 355 495 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 358 820 39 55 884 166 76 418 62 209 467 465 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, %000000000000 Cap, veh/h 273 1184 56 75 1089 574 98 988 145 195 599 621 Arrive On Green 0.08 0.34 0.34 0.04 0.30 0.30 0.05 0.31 0.31 0.06 0.32 0.32 Sat Flow, veh/h 3510 3502 167 1810 3610 1607 1810 3149 464 3510 1900 1574 Grp Volume(v), veh/h 358 423 436 55 884 166 76 238 242 209 467 465 Grp Sat Flow(s),veh/h/ln 1755 1805 1864 1810 1805 1607 1810 1805 1808 1755 1900 1574 Q Serve(g_s), s 7.0 18.2 18.2 2.7 20.4 6.7 3.7 9.4 9.5 5.0 20.1 22.9 Cycle Q Clear(g_c), s 7.0 18.2 18.2 2.7 20.4 6.7 3.7 9.4 9.5 5.0 20.1 22.9 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 273 610 630 75 1089 574 98 566 567 195 599 621 V/C Ratio(X) 1.31 0.69 0.69 0.73 0.81 0.29 0.78 0.42 0.43 1.07 0.78 0.75 Avail Cap(c_a), veh/h 273 642 663 141 1285 661 101 670 671 195 706 710 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.5 25.7 25.7 42.6 29.0 20.7 42.0 24.4 24.5 42.5 28.0 23.5 Incr Delay (d2), s/veh 163.4 3.0 2.9 12.8 3.5 0.3 30.1 0.5 0.5 84.5 4.8 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 7.7 7.9 1.4 8.7 2.3 2.4 3.8 3.9 4.4 9.2 8.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 204.8 28.8 28.7 55.4 32.5 21.0 72.1 24.9 25.0 126.9 32.8 27.4 LnGrp LOS F C C E C C E C C F C C Approach Vol, veh/h 1217 1105 556 1141 Approach Delay, s/veh 80.5 31.9 31.4 47.8 Approach LOS F C C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.0 34.5 8.7 36.7 9.9 34.6 12.0 33.4 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 5.0 33.4 7.0 32.0 5.0 33.4 7.0 32.0 Max Q Clear Time (g_c+I1), s 7.0 11.5 4.7 20.2 5.7 24.9 9.0 22.4 Green Ext Time (p_c), s 0.0 2.5 0.0 3.8 0.0 3.0 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay 51.1 HCM 6th LOS D 5.2-16 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 31 706 41 72 675 18 36 0 55 12 1 11 Future Vol, veh/h 31 706 41 72 675 18 36 0 55 12 1 11 Conflicting Peds, #/hr 0 01000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 34 784 46 80 750 20 40 0 61 13 1 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 770 0 0 831 0 0 1412 1806 416 1380 1819 385 Stage 1 ------876876-920920- Stage 2 ------536930-460899- Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 854 - - 810 - - 100 80 591 105 79 619 Stage 1 ------314369-296352- Stage 2 ------501349-556360- Platoon blocked, % - - - - Mov Cap-1 Maneuver 854 - - 809 - - 87 69 590 84 68 619 Mov Cap-2 Maneuver ------8769-8468- Stage 1 ------301354-284317- Stage 2 ------441314-479345- Approach EB WB NB SB HCM Control Delay, s 0.4 0.9 48.4 37.5 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)179 854 - - 809 - - 137 HCM Lane V/C Ratio 0.565 0.04 - - 0.099 - - 0.195 HCM Control Delay (s) 48.4 9.4 - - 9.9 - - 37.5 HCM Lane LOS E A - - A - - E HCM 95th %tile Q(veh) 3 0.1 - - 0.3 - - 0.7 5.2-17 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group WBL WBR NBT NBR SBT SBR Lane Configurations Traffic Volume (vph) 383 505 1292 639 965 492 Future Volume (vph) 383 505 1292 639 965 492 Turn Type Prot Perm NA Perm NA Free Protected Phases 8 2 6 Permitted Phases 8 2 Free Detector Phase 88226 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)26.6 26.6 26.6 26.6 26.6 Total Split (s)63.0 63.0 27.0 27.0 27.0 Total Split (%)70.0% 70.0% 30.0% 30.0% 30.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Min C-Min C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 1: Citrus Av. & I-10 WB Ramps 5.2-18 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 1: Citrus Av. & I-10 WB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER Lane Configurations Traffic Volume (veh/h) 383 505 0 1292 639 0 965 492 0 0 Future Volume (veh/h) 383 505 0 1292 639 0 965 492 0 0 Initial Q (Qb), veh 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900 Adj Flow Rate, veh/h 403 370 0 1360 637 0 1016 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %00000000 Cap, veh/h 457 716 0 3300 1021 0 2297 Arrive On Green 0.25 0.25 0.00 0.85 0.85 0.00 0.64 0.00 Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610 Grp Volume(v), veh/h 403 370 0 1360 637 0 1016 0 Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610 Q Serve(g_s), s 19.3 10.1 0.0 5.6 11.6 0.0 12.8 0.0 Cycle Q Clear(g_c), s 19.3 10.1 0.0 5.6 11.6 0.0 12.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 457 716 0 3300 1021 0 2297 V/C Ratio(X) 0.88 0.52 0.00 0.41 0.62 0.00 0.44 Avail Cap(c_a), veh/h 1166 1826 0 3300 1021 0 2297 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 0.09 0.09 0.00 1.00 0.00 Uniform Delay (d), s/veh 32.3 28.9 0.0 2.9 3.4 0.0 8.3 0.0 Incr Delay (d2), s/veh 2.3 0.2 0.0 0.0 0.3 0.0 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.5 3.4 0.0 1.2 1.9 0.0 4.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 29.1 0.0 3.0 3.7 0.0 8.9 0.0 LnGrp LOS C C AAAAA Approach Vol, veh/h 773 1997 1016 A Approach Delay, s/veh 32.0 3.2 8.9 Approach LOS C A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 62.3 62.3 27.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 22.0 22.0 58.0 Max Q Clear Time (g_c+I1), s 13.6 14.8 21.3 Green Ext Time (p_c), s 4.8 2.7 1.5 Intersection Summary HCM 6th Ctrl Delay 10.6 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.2-19 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT NBT SBL SBT Lane Configurations Traffic Volume (vph) 495 5 1432 591 759 Future Volume (vph) 495 5 1432 591 759 Turn Type Split NA NA Prot NA Protected Phases 44216 Permitted Phases Detector Phase 44216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 25.0 9.0 10.0 Total Split (s)40.0 40.0 27.0 23.0 50.0 Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6% Yellow Time (s)4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None C-Min None C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.2-20 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 495 5 365 00001432 667 591 759 0 Future Volume (veh/h) 495 5 365 00001432 667 591 759 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 527 5 305 0 1523 526 629 807 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 801 6 362 0 1604 543 687 2385 0 Arrive On Green 0.23 0.23 0.23 0.00 0.42 0.42 0.39 1.00 0.00 Sat Flow, veh/h 3510 26 1588 0 3985 1291 3510 3705 0 Grp Volume(v), veh/h 527 0 310 0 1378 671 629 807 0 Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1647 1755 1805 0 Q Serve(g_s), s 12.3 0.0 16.5 0.0 34.5 35.8 15.3 0.0 0.0 Cycle Q Clear(g_c), s 12.3 0.0 16.5 0.0 34.5 35.8 15.3 0.0 0.0 Prop In Lane 1.00 0.98 0.00 0.78 1.00 0.00 Lane Grp Cap(c), veh/h 801 0 368 0 1455 693 687 2385 0 V/C Ratio(X)0.66 0.00 0.84 0.00 0.95 0.97 0.92 0.34 0.00 Avail Cap(c_a), veh/h 1365 0 628 0 1455 693 741 2385 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.87 0.87 0.00 Uniform Delay (d), s/veh 31.5 0.0 33.2 0.0 25.1 25.5 26.7 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 2.0 0.0 1.9 5.2 13.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 0.0 6.2 0.0 12.9 13.4 5.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.9 0.0 35.2 0.0 27.0 30.7 40.0 0.3 0.0 LnGrp LOS C A D A C C D A A Approach Vol, veh/h 837 2049 1436 Approach Delay, s/veh 33.1 28.2 17.7 Approach LOS C C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 21.6 42.9 25.5 64.5 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0 Max Q Clear Time (g_c+I1), s 17.3 37.8 18.5 2.0 Green Ext Time (p_c), s 0.3 0.0 2.0 3.5 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C 5.2-21 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 693 920 99 324 462 71 1031 126 390 554 Future Volume (vph) 693 920 99 324 462 71 1031 126 390 554 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7438 52 16 Permitted Phases 8 2 Detector Phase 7438852216 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0 Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9 Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4 Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5% Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 113.1 Natural Cycle: 145 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.2-22 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 693 920 42 99 324 462 71 1031 126 390 554 319 Future Volume (veh/h) 693 920 42 99 324 462 71 1031 126 390 554 319 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 722 958 17 103 338 436 74 1074 66 406 577 239 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 422 1229 22 128 1044 465 137 1135 497 301 899 372 Arrive On Green 0.12 0.34 0.34 0.07 0.29 0.29 0.04 0.31 0.31 0.09 0.36 0.36 Sat Flow, veh/h 3510 3628 64 1810 3610 1608 3510 3610 1582 3510 2490 1030 Grp Volume(v), veh/h 722 477 498 103 338 436 74 1074 66 406 418 398 Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1608 1755 1805 1582 1755 1805 1715 Q Serve(g_s), s 14.0 27.7 27.7 6.5 8.6 30.8 2.4 33.8 3.5 10.0 22.4 22.5 Cycle Q Clear(g_c), s 14.0 27.7 27.7 6.5 8.6 30.8 2.4 33.8 3.5 10.0 22.4 22.5 Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 0.60 Lane Grp Cap(c), veh/h 422 611 639 128 1044 465 137 1135 497 301 652 619 V/C Ratio(X) 1.71 0.78 0.78 0.81 0.32 0.94 0.54 0.95 0.13 1.35 0.64 0.64 Avail Cap(c_a), veh/h 422 635 664 148 1131 504 175 1155 506 301 652 619 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.3 34.6 34.6 53.4 32.5 40.4 55.0 39.0 28.6 53.3 30.9 31.0 Incr Delay (d2), s/veh 330.4 5.4 5.1 20.9 0.1 23.7 1.2 15.0 0.0 177.0 1.7 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.3 12.5 13.0 3.6 3.6 14.7 1.1 16.6 1.3 11.7 9.6 9.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 381.7 40.0 39.8 74.3 32.5 64.0 56.2 54.0 28.6 230.3 32.6 32.7 LnGrp LOS F D D E C E E D C F C C Approach Vol, veh/h 1697 877 1214 1222 Approach Delay, s/veh 185.3 53.1 52.8 98.3 Approach LOS F D D F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.0 42.5 13.2 45.8 9.5 48.0 19.0 40.0 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5 Max Q Clear Time (g_c+I1), s 12.0 35.8 8.5 29.7 4.4 24.5 16.0 32.8 Green Ext Time (p_c), s 0.0 0.8 0.0 2.9 0.0 2.8 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 108.8 HCM 6th LOS F 5.2-23 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 4: Oleander Av. & Driveway 1 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 7 Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 19 0 10 9 0 7 Future Vol, veh/h 19 0 10 9 0 7 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 21 0 11 10 0 8 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 24 16 0 0 21 0 Stage 1 16 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 997 1069 - - 1608 - Stage 1 1012 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 997 1069 - - 1608 - Mov Cap-2 Maneuver 997 ----- Stage 1 1012 ----- Stage 2 1020 ----- Approach WB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 997 1608 - HCM Lane V/C Ratio - - 0.021 - - HCM Control Delay (s) - - 8.7 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - 5.2-24 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 5: Oleander Av. & Boyle Av/Driveway 2 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 8 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 42 48 3 0 40 19 29 1 25 0 Future Vol, veh/h 0 0 42 48 3 0 40 19 29 1 25 0 Conflicting Peds, #/hr 0 00000001001 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 00000000000 Mvmt Flow 0 0 47 53 3 0 44 21 32 1 28 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 158 173 29 180 157 38 29 0 0 54 0 0 Stage 1 31 31 - 126 126 ------- Stage 2 127 142 - 54 31 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 813 724 1052 786 739 1040 1597 - - 1564 - - Stage 1 991 873 - 883 796 ------- Stage 2 882 783 - 963 873 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 791 701 1051 733 715 1039 1595 - - 1563 - - Mov Cap-2 Maneuver 791 701 - 733 715 ------- Stage 1 961 871 - 857 772 ------- Stage 2 853 760 - 919 871 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 10.3 3.3 0.3 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1595 - - 1051 732 1563 - - HCM Lane V/C Ratio 0.028 - - 0.044 0.077 0.001 - - HCM Control Delay (s) 7.3 0 - 8.6 10.3 7.3 0 - HCM Lane LOS A A -ABAA - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.3 0 - - 5.2-25 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 6: Oleander Av. & Driveway 3 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 9 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 0 86 11 0 116 Future Vol, veh/h 24 0 86 11 0 116 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 26 0 93 12 0 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 225 99 0 0 105 0 Stage 1 99 ----- Stage 2 126 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 768 962 - - 1499 - Stage 1 930 ----- Stage 2 905 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 768 962 - - 1499 - Mov Cap-2 Maneuver 768 ----- Stage 1 930 ----- Stage 2 905 ----- Approach WB NB SB HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 768 1499 - HCM Lane V/C Ratio - - 0.034 - - HCM Control Delay (s) - - 9.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - 5.2-26 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)59 1336 55 645 53 5 61 7 Future Volume (vph)59 1336 55 645 53 5 61 7 Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 7438 2 6 Permitted Phases 2 6 Detector Phase 74382266 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9 Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2 Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5% Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None None None Intersection Summary Cycle Length: 95 Actuated Cycle Length: 65.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Oleander Av. & Slover Av. 5.2-27 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 7: Oleander Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 1336 111 55 645 33 53 5 78 61 7 70 Future Volume (veh/h) 59 1336 111 55 645 33 53 5 78 61 7 70 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 64 1452 99 60 701 35 58 5 62 66 8 67 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000000000 Cap, veh/h 102 1760 120 98 1786 89 240 15 188 247 22 183 Arrive On Green 0.06 0.51 0.51 0.05 0.51 0.51 0.12 0.12 0.12 0.12 0.12 0.12 Sat Flow, veh/h 1810 3430 233 1810 3495 174 1346 122 1507 1355 175 1462 Grp Volume(v), veh/h 64 761 790 60 362 374 58 0 67 66 0 75 Grp Sat Flow(s),veh/h/ln 1810 1805 1858 1810 1805 1864 1346 0 1629 1355 0 1637 Q Serve(g_s), s 1.9 19.9 20.1 1.8 6.9 6.9 2.3 0.0 2.1 2.6 0.0 2.3 Cycle Q Clear(g_c), s 1.9 19.9 20.1 1.8 6.9 6.9 4.7 0.0 2.1 4.7 0.0 2.3 Prop In Lane 1.00 0.13 1.00 0.09 1.00 0.93 1.00 0.89 Lane Grp Cap(c), veh/h 102 926 953 98 922 953 240 0 204 247 0 205 V/C Ratio(X) 0.63 0.82 0.83 0.61 0.39 0.39 0.24 0.00 0.33 0.27 0.00 0.37 Avail Cap(c_a), veh/h 194 1114 1146 162 1081 1117 994 0 1116 1006 0 1121 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.8 11.5 11.5 25.9 8.4 8.4 24.6 0.0 22.3 24.5 0.0 22.4 Incr Delay (d2), s/veh 2.4 4.0 4.1 2.3 0.2 0.2 0.2 0.0 0.3 0.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 6.3 6.6 0.8 1.9 1.9 0.7 0.0 0.7 0.8 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.2 15.5 15.7 28.1 8.6 8.6 24.8 0.0 22.7 24.7 0.0 22.8 LnGrp LOS C B B C A A C A C C A C Approach Vol, veh/h 1615 796 125 141 Approach Delay, s/veh 16.1 10.0 23.6 23.7 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 12.9 8.0 35.0 12.9 8.1 34.9 Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3 Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5 Max Q Clear Time (g_c+I1), s 6.7 3.8 22.1 6.7 3.9 8.9 Green Ext Time (p_c), s 0.3 0.0 6.6 0.4 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 15.0 HCM 6th LOS B 5.2-28 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 8: Slover Av. & Driveway 4 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 12 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1476 723 2 0 9 Future Vol, veh/h 0 1476 723 2 0 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00000 Mvmt Flow 0 1604 786 2 0 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 394 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.9 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.3 Pot Cap-1 Maneuver 0 - - - 0 611 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- - - Mov Cap-1 Maneuver -----611 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s 0 0 11 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h)- - - 611 HCM Lane V/C Ratio - - - 0.016 HCM Control Delay (s) - - - 11 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0 5.2-29 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 13 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 305 1048 26 580 287 31 505 265 265 121 Future Volume (vph) 305 1048 26 580 287 31 505 265 265 121 Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov Protected Phases 7438152167 Permitted Phases 8 6 Detector Phase 7438152167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0 Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0 Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary Cycle Length: 117 Actuated Cycle Length: 92.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cypress Av. & Slover Av. 5.2-30 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 9: Cypress Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 305 1048 61 26 580 287 31 505 31 265 265 121 Future Volume (veh/h) 305 1048 61 26 580 287 31 505 31 265 265 121 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 318 1092 54 27 604 233 32 526 29 276 276 87 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 423 1277 63 51 984 613 58 724 40 380 540 651 Arrive On Green 0.12 0.36 0.36 0.03 0.27 0.27 0.03 0.21 0.21 0.11 0.28 0.28 Sat Flow, veh/h 3510 3501 173 1810 3610 1608 1810 3479 191 3510 1900 1607 Grp Volume(v), veh/h 318 563 583 27 604 233 32 272 283 276 276 87 Grp Sat Flow(s),veh/h/ln 1755 1805 1869 1810 1805 1608 1810 1805 1866 1755 1900 1607 Q Serve(g_s), s 6.8 22.4 22.4 1.1 11.4 8.2 1.4 10.9 11.0 5.9 9.5 2.7 Cycle Q Clear(g_c), s 6.8 22.4 22.4 1.1 11.4 8.2 1.4 10.9 11.0 5.9 9.5 2.7 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 423 658 682 51 984 613 58 376 388 380 540 651 V/C Ratio(X) 0.75 0.86 0.86 0.53 0.61 0.38 0.55 0.73 0.73 0.73 0.51 0.13 Avail Cap(c_a), veh/h 677 743 769 349 1485 836 349 752 777 677 792 863 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.1 22.8 22.8 37.3 24.7 17.4 37.1 28.7 28.7 33.6 23.3 14.6 Incr Delay (d2), s/veh 2.7 8.8 8.6 8.1 0.6 0.4 7.9 2.7 2.6 2.7 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 9.9 10.3 0.6 4.5 2.7 0.7 4.6 4.8 2.5 4.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.8 31.6 31.4 45.3 25.3 17.8 45.0 31.4 31.4 36.2 24.1 14.7 LnGrp LOS DCCDCBDCCDCB Approach Vol, veh/h 1464 864 587 639 Approach Delay, s/veh 32.4 23.9 32.1 28.0 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.4 22.5 7.2 34.7 7.5 28.4 14.4 27.5 Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3 Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 7.9 13.0 3.1 24.4 3.4 11.5 8.8 13.4 Green Ext Time (p_c), s 0.5 2.8 0.0 3.9 0.0 1.6 0.6 4.3 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C 5.2-31 HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report Urban Crossroads, Inc.Page 15 Intersection Int Delay, s/veh 33.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1107 55 74 900 9 57 1 70 3 2 7 Future Vol, veh/h 29 1107 55 74 900 9 57 1 70 3 2 7 Conflicting Peds, #/hr 0 03002000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 00000000000 Mvmt Flow 31 1178 59 79 957 10 61 1 74 3 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 1240 0 0 1911 2400 622 1774 2424 486 Stage 1 ------1273 1273 - 1122 1122 - Stage 2 ------6381127 - 652 1302 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 ------6.55.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.55.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 719 - - 569 - - ~ 42 34 434 54 33 533 Stage 1 ------180241-223284- Stage 2 ------436282-428233- Platoon blocked, % - - - - Mov Cap-1 Maneuver 718 - - 567 - - ~ 34 28 433 37 27 532 Mov Cap-2 Maneuver ------~ 3428-3727- Stage 1 ------172230-213244- Stage 2 ------367242-338222- Approach EB WB NB SB HCM Control Delay, s 0.2 0.9 $ 597.5 66.5 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)68 718 - - 567 - - 71 HCM Lane V/C Ratio 2.003 0.043 - - 0.139 - - 0.18 HCM Control Delay (s) $ 597.5 10.2 - - 12.4 - - 66.5 HCM Lane LOS F B - - B - - F HCM 95th %tile Q(veh) 12.6 0.1 - - 0.5 - - 0.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 5.2-32 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.3: OPENING YEAR CUMULATIVE (2023) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = 2023 Cumulative Without Project Conditions - Weekday AM Peak Hour Major Street Name =Oleander Avenue Total of Both Approaches (VPH) =149 Number of Approach Lanes Major Street =1 Minor Street Name =Boyle Avenue/Driveway 2 High Volume Approach (VPH) =90 Number of Approach Lanes Minor Street =1 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) SIGNAL WARRANT NOT SATISFIED *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 5.3-1 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = 2023 Cumulative Without Project Conditions - Weekday PM Peak Hour Major Street Name =Slover Avenue Total of Both Approaches (VPH) =1481 Number of Approach Lanes Major Street =2 Minor Street Name =Juniper Avenue High Volume Approach (VPH) =123 Number of Approach Lanes Minor Street =1 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) WARRANTED FOR A SIGNAL *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 1300123 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 5.3-2 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.4: OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ____________TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Driveway 1 Critical Approach Speed (Major) 25 mph Minor Street:Oleander Avenue Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =548 vpd Minor Street Future ADT =422 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 548 1 422 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 548 1 422 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 7% 5% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. XX on Higher-Volume 2023 WP CH CH 09/23/21 09/23/21 (Based on Estimated Average Daily Traffic - See Note) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day on Major Street URBAN (U) URBAN RURAL Major Street Minor Street The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches) Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX (One Direction Only) Satisfied Not Satisfied XX CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on Minor Street Approach (One Direction Only) Minimum Requirements EADT Vehicles Per Day on Higher-Volume Major Street (Total of Both Approaches) Minor Street Approach 5.4-1 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = 2023 With Project Conditions - Weekday AM Peak Hour Major Street Name =Oleander Avenue Total of Both Approaches (VPH) =200 Number of Approach Lanes Major Street =1 Minor Street Name =Boyle Avenue/Driveway 2 High Volume Approach (VPH) =90 Number of Approach Lanes Minor Street =1 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) SIGNAL WARRANT NOT SATISFIED *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 5.4-2 California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ____________TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Fontana CHK DATE Major Street:Oleander Avenue Critical Approach Speed (Major) 25 mph Minor Street:Driveway 3 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =2,365 vpd Minor Street Future ADT =568 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 2,365 1 568 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 2,365 1 568 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 24% 20% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. 2023 WP CH 09/23/21 CH 09/23/21 URBAN (U) (Based on Estimated Average Daily Traffic - See Note) URBAN RURAL Minimum Requirements XX EADT CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume on Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX 5.4-3 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921‐05 TS Report This Page Intentionally Left Blank Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.5: OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 374 4 848 995 694 1434 Future Volume (vph) 374 4 848 995 694 1434 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 444216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 10.0 25.0 9.0 10.0 Total Split (s)32.0 32.0 32.0 39.0 29.0 68.0 Total Split (%)32.0% 32.0% 32.0% 39.0% 29.0% 68.0% Yellow Time (s)4.0 4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.5-1 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 374 4 848 00009954336941434 0 Future Volume (veh/h) 374 4 848 00009954336941434 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 407 0 824 0 1082 345 754 1559 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 977 0 869 0 1399 446 805 2274 0 Arrive On Green 0.27 0.00 0.27 0.00 0.36 0.36 0.46 1.00 0.00 Sat Flow, veh/h 3619 0 3220 0 4049 1236 3510 3705 0 Grp Volume(v), veh/h 407 0 824 0 965 462 754 1559 0 Grp Sat Flow(s),veh/h/ln 1810 0 1610 0 1729 1656 1755 1805 0 Q Serve(g_s), s 9.2 0.0 25.1 0.0 24.7 24.7 20.4 0.0 0.0 Cycle Q Clear(g_c), s 9.2 0.0 25.1 0.0 24.7 24.7 20.4 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.75 1.00 0.00 Lane Grp Cap(c), veh/h 977 0 869 0 1247 597 805 2274 0 V/C Ratio(X)0.42 0.00 0.95 0.00 0.77 0.77 0.94 0.69 0.00 Avail Cap(c_a), veh/h 977 0 869 0 1247 597 878 2274 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.45 0.45 0.32 0.32 0.00 Uniform Delay (d), s/veh 30.0 0.0 35.8 0.0 28.3 28.3 26.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 18.8 0.0 2.2 4.4 6.4 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 11.5 0.0 9.9 9.9 6.3 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.1 0.0 54.6 0.0 30.5 32.8 32.8 0.5 0.0 LnGrp LOS C A D A C C C A A Approach Vol, veh/h 1231 1427 2313 Approach Delay, s/veh 46.5 31.2 11.1 Approach LOS D C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0 Max Q Clear Time (g_c+I1), s 22.4 26.7 27.1 2.0 Green Ext Time (p_c), s 0.5 3.6 0.0 9.6 Intersection Summary HCM 6th Ctrl Delay 25.6 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. 5.5-2 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 320 235 110 506 271 54 821 81 472 1095 819 Future Volume (vph) 320 235 110 506 271 54 821 81 472 1095 819 Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7438152 167 Permitted Phases 8 2 6 Detector Phase 74381522167 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s)10.0 38.3 10.0 41.3 12.0 10.0 41.9 41.9 12.0 36.9 10.0 Total Split (s)15.0 39.3 17.0 41.3 20.0 10.0 43.7 43.7 20.0 53.7 15.0 Total Split (%)12.5% 32.8% 14.2% 34.4% 16.7% 8.3% 36.4% 36.4% 16.7% 44.8% 12.5% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 3.9 3.9 3.0 3.9 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 5.9 5.9 5.0 5.9 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 101.6 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.5-3 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 320 235 63 110 506 271 54 821 81 472 1095 819 Future Volume (veh/h) 320 235 63 110 506 271 54 821 81 472 1095 819 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 372 273 67 128 588 259 63 955 61 549 1273 814 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, %000000000000 Cap, veh/h 328 633 153 156 768 565 139 1250 547 492 1613 861 Arrive On Green 0.09 0.22 0.22 0.09 0.21 0.21 0.04 0.35 0.35 0.14 0.45 0.45 Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1579 3510 3610 1590 Grp Volume(v), veh/h 372 169 171 128 588 259 63 955 61 549 1273 814 Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1579 1755 1805 1590 Q Serve(g_s), s 10.0 8.6 8.9 7.4 16.4 13.4 1.9 25.2 2.8 15.0 32.2 47.8 Cycle Q Clear(g_c), s 10.0 8.6 8.9 7.4 16.4 13.4 1.9 25.2 2.8 15.0 32.2 47.8 Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 328 396 389 156 768 565 139 1250 547 492 1613 861 V/C Ratio(X) 1.13 0.43 0.44 0.82 0.77 0.46 0.45 0.76 0.11 1.12 0.79 0.95 Avail Cap(c_a), veh/h 328 557 547 203 1181 748 164 1276 558 492 1613 861 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.5 35.9 36.1 48.0 39.6 26.7 50.2 31.1 23.8 46.0 25.3 23.2 Incr Delay (d2), s/veh 90.9 0.3 0.3 14.1 0.6 0.2 0.9 2.5 0.0 76.0 2.5 18.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 3.7 3.7 3.9 7.0 4.9 0.8 10.7 1.0 11.5 13.2 21.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 139.4 36.2 36.3 62.2 40.2 27.0 51.1 33.5 23.8 122.0 27.8 41.7 LnGrp LOS F D D E DCDCCFCD Approach Vol, veh/h 712 975 1079 2636 Approach Delay, s/veh 90.2 39.6 34.0 51.7 Approach LOS F D C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 42.9 14.2 29.8 9.2 53.7 15.0 29.0 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 15.0 37.8 12.0 33.0 5.0 47.8 10.0 35.0 Max Q Clear Time (g_c+I1), s 17.0 27.2 9.4 10.9 3.9 49.8 12.0 18.4 Green Ext Time (p_c), s 0.0 3.2 0.0 1.1 0.0 0.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 51.1 HCM 6th LOS D 5.5-4 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)31 706 72 675 36 0 12 1 Future Volume (vph)31 706 72 675 36 0 12 1 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 44882266 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 Total Split (s)33.0 33.0 33.0 33.0 27.0 27.0 27.0 27.0 Total Split (%)55.0% 55.0% 55.0% 55.0% 45.0% 45.0% 45.0% 45.0% Yellow Time (s)4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None None Intersection Summary Cycle Length: 60 Actuated Cycle Length: 28.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Juniper & Slover Av. 5.5-5 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 706 41 72 675 18 36 0 55 12 1 11 Future Volume (veh/h) 31 706 41 72 675 18 36 0 55 12 1 11 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 34 784 46 80 750 20 40 0 61 13 1 12 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %000000000000 Cap, veh/h 449 1588 93 426 1648 44 227 22 140 242 53 109 Arrive On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.15 0.00 0.15 0.15 0.15 0.15 Sat Flow, veh/h 710 3460 203 671 3592 96 475 147 948 497 360 734 Grp Volume(v), veh/h 34 409 421 80 377 393 101 0 0 26 0 0 Grp Sat Flow(s),veh/h/ln 710 1805 1858 671 1805 1883 1570 0 0 1590 0 0 Q Serve(g_s), s 1.1 5.1 5.1 3.0 4.6 4.6 0.8 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.7 5.1 5.1 8.1 4.6 4.6 1.8 0.0 0.0 0.4 0.0 0.0 Prop In Lane 1.00 0.11 1.00 0.05 0.40 0.60 0.50 0.46 Lane Grp Cap(c), veh/h 449 828 853 426 828 864 389 0 0 404 0 0 V/C Ratio(X) 0.08 0.49 0.49 0.19 0.45 0.46 0.26 0.00 0.00 0.06 0.00 0.00 Avail Cap(c_a), veh/h 715 1504 1548 678 1504 1569 1152 0 0 1143 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.9 6.1 6.1 8.9 5.9 5.9 12.4 0.0 0.0 11.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.5 0.4 0.2 0.4 0.4 0.3 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.8 0.8 0.3 0.7 0.7 0.5 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.9 6.5 6.5 9.1 6.3 6.3 12.7 0.0 0.0 11.9 0.0 0.0 LnGrp LOS AAAAAABAABAA Approach Vol, veh/h 864 850 101 26 Approach Delay, s/veh 6.6 6.6 12.7 11.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.0 21.0 11.0 21.0 Change Period (Y+Rc), s 6.3 6.3 6.3 6.3 Max Green Setting (Gmax), s 20.7 26.7 20.7 26.7 Max Q Clear Time (g_c+I1), s 3.8 7.7 2.4 10.1 Green Ext Time (p_c), s 0.4 4.8 0.1 4.6 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A 5.5-6 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 495 5 365 1432 591 759 Future Volume (vph) 495 5 365 1432 591 759 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 444216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)10.0 10.0 10.0 25.0 9.0 10.0 Total Split (s)40.0 40.0 40.0 27.0 23.0 50.0 Total Split (%)44.4% 44.4% 44.4% 30.0% 25.6% 55.6% Yellow Time (s)4.0 4.0 4.0 4.0 3.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 4.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: Citrus Av. & I-10 EB Ramps 5.5-7 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 2: Citrus Av. & I-10 EB Ramps 12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 495 5 365 00001432 667 591 759 0 Future Volume (veh/h) 495 5 365 00001432 667 591 759 0 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 527 0 308 0 1523 526 629 807 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 0 0 000000 Cap, veh/h 650 0 579 0 1789 606 687 2560 0 Arrive On Green 0.18 0.00 0.18 0.00 0.47 0.47 0.39 1.00 0.00 Sat Flow, veh/h 3619 0 3220 0 3985 1291 3510 3705 0 Grp Volume(v), veh/h 527 0 308 0 1378 671 629 807 0 Grp Sat Flow(s),veh/h/ln 1810 0 1610 0 1729 1648 1755 1805 0 Q Serve(g_s), s 12.6 0.0 7.8 0.0 31.7 32.8 15.3 0.0 0.0 Cycle Q Clear(g_c), s 12.6 0.0 7.8 0.0 31.7 32.8 15.3 0.0 0.0 Prop In Lane 1.00 1.00 0.00 0.78 1.00 0.00 Lane Grp Cap(c), veh/h 650 0 579 0 1622 773 687 2560 0 V/C Ratio(X)0.81 0.00 0.53 0.00 0.85 0.87 0.92 0.32 0.00 Avail Cap(c_a), veh/h 1407 0 1252 0 1622 773 741 2560 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.88 0.88 0.00 Uniform Delay (d), s/veh 35.4 0.0 33.5 0.0 21.1 21.4 26.7 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 0.3 0.0 0.6 1.4 13.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 0.0 2.9 0.0 11.2 11.3 5.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.4 0.0 33.8 0.0 21.6 22.7 40.1 0.3 0.0 LnGrp LOS D A C A C C D A A Approach Vol, veh/h 835 2049 1436 Approach Delay, s/veh 35.4 22.0 17.7 Approach LOS D C B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 21.6 47.2 21.2 68.8 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0 Max Q Clear Time (g_c+I1), s 17.3 34.8 14.6 2.0 Green Ext Time (p_c), s 0.3 0.0 1.6 3.5 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. 5.5-8 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 693 920 99 324 462 71 1031 126 390 554 319 Future Volume (vph) 693 920 99 324 462 71 1031 126 390 554 319 Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA pm+ov Protected Phases 7438152 167 Permitted Phases 8 2 6 Detector Phase 74381522167 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 7.0 5.0 7.0 5.0 Minimum Split (s)10.0 39.3 10.0 38.3 12.0 10.0 41.9 41.9 12.0 36.9 10.0 Total Split (s)23.7 45.3 16.7 38.3 16.0 10.0 42.0 42.0 16.0 48.0 23.7 Total Split (%)19.8% 37.8% 13.9% 31.9% 13.3% 8.3% 35.0% 35.0% 13.3% 40.0% 19.8% Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 3.9 3.9 3.0 3.9 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 5.9 5.9 5.0 5.9 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 114.3 Natural Cycle: 145 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Citrus Av. & Slover Av. 5.5-9 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 3: Citrus Av. & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 693 920 42 99 324 462 71 1031 126 390 554 319 Future Volume (veh/h) 693 920 42 99 324 462 71 1031 126 390 554 319 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 722 958 17 103 338 436 74 1074 66 406 577 239 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %000000000000 Cap, veh/h 551 1260 22 128 942 569 135 1094 480 324 1289 828 Arrive On Green 0.16 0.35 0.35 0.07 0.26 0.26 0.04 0.30 0.30 0.09 0.36 0.36 Sat Flow, veh/h 3510 3628 64 1810 3610 1608 3510 3610 1582 3510 3610 1610 Grp Volume(v), veh/h 722 477 498 103 338 436 74 1074 66 406 577 239 Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1608 1755 1805 1582 1755 1805 1610 Q Serve(g_s), s 18.7 27.9 27.9 6.7 9.1 28.6 2.5 35.1 3.6 11.0 14.6 10.1 Cycle Q Clear(g_c), s 18.7 27.9 27.9 6.7 9.1 28.6 2.5 35.1 3.6 11.0 14.6 10.1 Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 551 627 656 128 942 569 135 1094 480 324 1289 828 V/C Ratio(X) 1.31 0.76 0.76 0.81 0.36 0.77 0.55 0.98 0.14 1.25 0.45 0.29 Avail Cap(c_a), veh/h 551 627 656 178 970 581 147 1094 480 324 1289 828 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.2 34.5 34.5 54.5 35.9 34.2 56.2 41.2 30.2 54.0 29.3 16.5 Incr Delay (d2), s/veh 152.0 4.9 4.7 11.7 0.1 5.4 1.4 22.6 0.0 136.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 19.6 12.5 13.1 3.4 3.9 11.5 1.1 18.3 1.3 10.9 6.1 3.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 202.2 39.3 39.1 66.2 36.0 39.5 57.6 63.8 30.2 190.4 29.4 16.6 LnGrp LOS F D D E D D E E C F C B Approach Vol, veh/h 1697 877 1214 1222 Approach Delay, s/veh 108.6 41.3 61.6 80.4 Approach LOS F D E F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 42.0 13.4 47.7 9.6 48.4 23.7 37.4 Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3 Max Green Setting (Gmax), s 11.0 36.1 11.7 39.0 5.0 42.1 18.7 32.0 Max Q Clear Time (g_c+I1), s 13.0 37.1 8.7 29.9 4.5 16.6 20.7 30.6 Green Ext Time (p_c), s 0.0 0.0 0.0 2.6 0.0 2.7 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 78.5 HCM 6th LOS E 5.5-10 Timings Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)29 1107 74 900 57 1 3 2 Future Volume (vph)29 1107 74 900 57 1 3 2 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4826 Permitted Phases 4826 Detector Phase 44882266 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s)23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 Total Split (s)36.0 36.0 36.0 36.0 24.0 24.0 24.0 24.0 Total Split (%)60.0% 60.0% 60.0% 60.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s)4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.3 6.3 6.3 6.3 6.3 6.3 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None None None None None Intersection Summary Cycle Length: 60 Actuated Cycle Length: 41.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Juniper & Slover Av. 5.5-11 HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921) 10: Juniper & Slover Av.12/20/2021 Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 1107 55 74 900 9 57 1 70 3 2 7 Future Volume (veh/h) 29 1107 55 74 900 9 57 1 70 3 2 7 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 31 1178 59 79 957 10 61 1 74 3 2 7 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %000000000000 Cap, veh/h 408 1925 96 324 2015 21 209 18 118 136 72 136 Arrive On Green 0.55 0.55 0.55 0.55 0.55 0.55 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 590 3498 175 457 3660 38 578 131 847 179 514 970 Grp Volume(v), veh/h 31 608 629 79 472 495 136 0 0 12 0 0 Grp Sat Flow(s),veh/h/ln 590 1805 1868 457 1805 1893 1557 0 0 1662 0 0 Q Serve(g_s), s 1.4 9.3 9.3 5.8 6.5 6.5 2.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.8 9.3 9.3 15.1 6.5 6.5 3.3 0.0 0.0 0.2 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.02 0.45 0.54 0.25 0.58 Lane Grp Cap(c), veh/h 408 994 1028 324 994 1042 346 0 0 343 0 0 V/C Ratio(X) 0.08 0.61 0.61 0.24 0.48 0.48 0.39 0.00 0.00 0.03 0.00 0.00 Avail Cap(c_a), veh/h 514 1318 1364 406 1318 1382 796 0 0 808 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.0 6.2 6.2 11.3 5.6 5.6 16.4 0.0 0.0 15.2 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.6 0.6 0.4 0.4 0.3 0.7 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.5 1.6 0.4 1.1 1.1 1.0 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 8.0 6.8 6.8 11.7 5.9 5.9 17.2 0.0 0.0 15.2 0.0 0.0 LnGrp LOS AAABAABAABAA Approach Vol, veh/h 1268 1046 136 12 Approach Delay, s/veh 6.8 6.3 17.2 15.2 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 12.0 28.7 12.0 28.7 Change Period (Y+Rc), s 6.3 6.3 6.3 6.3 Max Green Setting (Gmax), s 17.7 29.7 17.7 29.7 Max Q Clear Time (g_c+I1), s 5.3 11.3 2.2 17.1 Green Ext Time (p_c), s 0.5 7.7 0.0 5.3 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A 5.5-12 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 5.6: OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS QUEUING ANALYSIS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Queuing and Blocking Report Opening Year Cumulative (2023) With Project - AM Peak Hour 11/30/2021 Existing AM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 4: Oleander Av. & Driveway 1 Movement WB Directions Served LR Maximum Queue (ft)30 Average Queue (ft)3 95th Queue (ft)18 Link Distance (ft)141 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Oleander Av. & Boyle Av/Driveway 2 Movement EB WB NB Directions Served LTR LTR LTR Maximum Queue (ft)55 62 23 Average Queue (ft)36 32 1 95th Queue (ft)53 51 9 Link Distance (ft)928 238 301 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Oleander Av. & Driveway 3 Movement WB Directions Served LR Maximum Queue (ft)31 Average Queue (ft)5 95th Queue (ft)23 Link Distance (ft)210 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 5.6-1 Queuing and Blocking Report Opening Year Cumulative (2023) With Project - AM Peak Hour 11/30/2021 Existing AM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report Urban Crossroads, Inc.Page 2 Intersection: 7: Oleander Av. & Slover Av. Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft) 111 209 226 200 307 298 135 134 90 161 Average Queue (ft) 43 97 121 148 153 179 58 63 27 76 95th Queue (ft)95 176 207 223 272 271 108 108 65 132 Link Distance (ft)1438 1438 325 325 660 278 Upstream Blk Time (%)0 0 Queuing Penalty (veh)1 1 Storage Bay Dist (ft) 150 150 150 100 Storage Blk Time (%)0 3 12 4 0004 Queuing Penalty (veh) 0 2 41 12 1002 Intersection: 8: Slover Av. & Driveway 4 Movement WB WB SB Directions Served T TR R Maximum Queue (ft)13 15 31 Average Queue (ft)0 1 4 95th Queue (ft)9 7 20 Link Distance (ft) 852 852 263 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 59 5.6-2 Queuing and Blocking Report Opening Year Cumulative (2023) With Project - PM Peak Hour 11/30/2021 Existing PM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 4: Oleander Av. & Driveway 1 Movement WB Directions Served LR Maximum Queue (ft)36 Average Queue (ft)14 95th Queue (ft)39 Link Distance (ft)141 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Oleander Av. & Boyle Av/Driveway 2 Movement EB WB NB Directions Served LTR LTR LTR Maximum Queue (ft)43 48 8 Average Queue (ft)23 25 0 95th Queue (ft)45 47 5 Link Distance (ft)928 238 301 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Oleander Av. & Driveway 3 Movement WB Directions Served LR Maximum Queue (ft)49 Average Queue (ft)19 95th Queue (ft)45 Link Distance (ft)210 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 5.6-3 Queuing and Blocking Report Opening Year Cumulative (2023) With Project - PM Peak Hour 11/30/2021 Existing PM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report Urban Crossroads, Inc.Page 2 Intersection: 7: Oleander Av. & Slover Av. Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft)94 235 263 105 114 180 83 70 62 69 Average Queue (ft)24 90 99 39 44 75 30 29 28 31 95th Queue (ft)72 188 209 82 92 147 63 55 57 57 Link Distance (ft)1438 1438 325 325 660 278 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 150 100 Storage Blk Time (%)2 0 Queuing Penalty (veh)1 0 Intersection: 8: Slover Av. & Driveway 4 Movement SB Directions Served R Maximum Queue (ft)31 Average Queue (ft)7 95th Queue (ft)28 Link Distance (ft)263 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 1 5.6-4 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report APPENDIX 7.1: SBCTA VMT SCREENING TOOL RESULTS Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report 7.1-1 Slover Avenue & Cypress Avenue Warehouse Traffic Study 13921-07 TS Report This Page Intentionally Left Blank 7.1-2