Cities Index.
Agenda packet

Ontario City Council
April 19, 2022

Document
Agenda packet
Meeting
April 19, 2022
Body
Ontario City Council
Pages
98
Original file
123.5 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
603
File Name : 09_ONT_Concours_Ontario Center_AM
Site Code : 10521235
Start Date : 5/27/2021
Page No : 2
City of Ontario
N/S: Concours Street
E/W: Ontario Center Parkway
Weather: Clear
Concours Street
Ontario Center Parkway
Driveway
Concours Street
Right
40 Thru
484
Left
1 Out In Total
352 525 877
Right
1 Thru
1 Left
2 Out Total In
16 4 20
Left
27 Thru
351
Right
15 Out In Total
488 393 881
Left
0 Thru
0 Right
2 Total Out In
68 2 70
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:45 AM 08:00 AM
+0 mins. 1 122 9 132 0 0 0 0 8 100 3 111 0 0 2 2
+15 mins. 0 136 11 147 0 0 1 1 3 74 3 80 0 0 0 0
+30 mins. 0 110 8 118 2 0 1 3 5 99 4 108 2 0 2 4
+45 mins. 0 116 12 128 1 0 1 2 2 96 2 100 4 0 0 4
Total Volume 1 484 40 525 3 0 3 6 18 369 12 399 6 0 4 10 % App. Total 0.2 92.2 7.6 50 0 50 4.5 92.5 3 60 0 40
PHF .250 .890 .833 .893 .375 .000 .750 .500 .563 .923 .750 .899 .375 .000 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
604
File Name : 09_ONT_Concours_Ontario Center_PM
Site Code : 10521235
Start Date : 5/27/2021
Page No : 1
City of Ontario
N/S: Concours Street
E/W: Ontario Center Parkway
Weather: Clear
Groups Printed- Total Volume
Concours Street
Southbound
Driveway
Westbound
Concours Street
Northbound
Ontario Center Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 199 0 199 1 0 0 1 1 276 1 278 6 1 3 10 488
04:15 PM 0 190 1 191 1 0 0 1 3 290 3 296 6 0 1 7 495
04:30 PM 1 190 1 192 2 0 3 5 1 330 1 332 10 0 2 12 541
04:45 PM 0 206 2 208 1 0 3 4 0 286 0 286 5 0 1 6 504
Total 1 785 4 790 5 0 6 11 5 1182 5 1192 27 1 7 35 2028 05:00 PM 0 192 2 194 2 0 2 4 2 326 1 329 22 0 3 25 552
05:15 PM 0 189 1 190 3 0 0 3 0 292 1 293 5 0 2 7 493
05:30 PM 0 181 2 183 2 0 2 4 0 333 0 333 1 0 1 2 522
05:45 PM 1 208 5 214 3 0 3 6 1 326 2 329 5 0 3 8 557
Total 1 770 10 781 10 0 7 17 3 1277 4 1284 33 0 9 42 2124 Grand Total 2 1555 14 1571 15 0 13 28 8 2459 9 2476 60 1 16 77 4152 Apprch % 0.1 99 0.9 53.6 0 46.4 0.3 99.3 0.4 77.9 1.3 20.8 Total % 0 37.5 0.3 37.8 0.4 0 0.3 0.7 0.2 59.2 0.2 59.6 1.4 0 0.4 1.9 Concours Street
Southbound
Driveway
Westbound
Concours Street
Northbound
Ontario Center Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 192 2 194 2 0 2 4 2 326 1 329 22 0 3 25 552
05:15 PM 0 189 1 190 3 0 0 3 0 292 1 293 5 0 2 7 493
05:30 PM 0 181 2 183 2 0 2 4 0 333 0 333 1 0 1 2 522
05:45 PM 1 208 5 214 3 0 3 6 1 326 2 329 5 0 3 8 557
Total Volume 1 770 10 781 10 0 7 17 3 1277 4 1284 33 0 9 42 2124 % App. Total 0.1 98.6 1.3 58.8 0 41.2 0.2 99.5 0.3 78.6 0 21.4 PHF .250 .925 .500 .912 .833 .000 .583 .708 .375 .959 .500 .964 .375 .000 .750 .420 .953 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
605
File Name : 09_ONT_Concours_Ontario Center_PM
Site Code : 10521235
Start Date : 5/27/2021
Page No : 2
City of Ontario
N/S: Concours Street
E/W: Ontario Center Parkway
Weather: Clear
Concours Street
Ontario Center Parkway
Driveway
Concours Street
Right
10 Thru
770
Left
1 Out In Total
1317 781 2098
Right
7 Thru
0 Left
10 Out Total In
5 17 22
Left
3 Thru
1277
Right
4 Out In Total
789 1284 2073
Left
33 Thru
0 Right
9 Total Out In
13 42 55
Peak Hour Begins at 05:00 PM
Total Volume
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 05:00 PM 05:00 PM 04:15 PM
+0 mins. 0 199 0 199 2 0 2 4 2 326 1 329 6 0 1 7
+15 mins. 0 190 1 191 3 0 0 3 0 292 1 293 10 0 2 12
+30 mins. 1 190 1 192 2 0 2 4 0 333 0 333 5 0 1 6
+45 mins. 0 206 2 208 3 0 3 6 1 326 2 329 22 0 3 25
Total Volume 1 785 4 790 10 0 7 17 3 1277 4 1284 43 0 7 50 % App. Total 0.1 99.4 0.5 58.8 0 41.2 0.2 99.5 0.3 86 0 14 PHF .250 .953 .500 .950 .833 .000 .583 .708 .375 .959 .500 .964 .489 .000 .583 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
606
File Name : ONTMICOAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
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 11 149 28 188 9 5 2 16 28 117 5 150 7 2 4 13 367 07:15 AM 15 174 36 225 10 7 9 26 23 129 10 162 11 2 10 23 436 07:30 AM 12 184 61 257 14 14 11 39 25 198 21 244 14 6 13 33 573 07:45 AM 9 243 56 308 10 21 11 42 32 244 7 283 18 8 12 38 671 Total 47 750 181 978 43 47 33 123 108 688 43 839 50 18 39 107 2047 08:00 AM 13 163 46 222 10 20 3 33 49 196 14 259 16 2 12 30 544 08:15 AM 12 193 42 247 9 13 9 31 29 179 10 218 13 5 7 25 521 08:30 AM 14 190 25 229 12 19 2 33 23 147 5 175 25 8 6 39 476 08:45 AM 23 180 28 231 10 16 13 39 35 183 6 224 13 5 15 33 527 Total 62 726 141 929 41 68 27 136 136 705 35 876 67 20 40 127 2068 Grand Total 109 1476 322 1907 84 115 60 259 244 1393 78 1715 117 38 79 234 4115 Apprch % 5.7 77.4 16.9 32.4 44.4 23.2 14.2 81.2 4.5 50 16.2 33.8 Total % 2.6 35.9 7.8 46.3 2 2.8 1.5 6.3 5.9 33.9 1.9 41.7 2.8 0.9 1.9 5.7 Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
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 12 184 61 257 14 14 11 39 25 198 21 244 14 6 13 33 573 07:45 AM 9 243 56 308 10 21 11 42 32 244 7 283 18 8 12 38 671 08:00 AM 13 163 46 222 10 20 3 33 49 196 14 259 16 2 12 30 544 08:15 AM 12 193 42 247 9 13 9 31 29 179 10 218 13 5 7 25 521 Total Volume 46 783 205 1034 43 68 34 145 135 817 52 1004 61 21 44 126 2309 % App. Total 4.4 75.7 19.8 29.7 46.9 23.4 13.4 81.4 5.2 48.4 16.7 34.9 PHF .885 .806 .840 .839 .768 .810 .773 .863 .689 .837 .619 .887 .847 .656 .846 .829 .860 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
607
File Name : ONTMICOAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Milliken Avenue
Concours Street
Concours Street
Milliken Avenue
Right
205
Thru
783
Left
46 Out In Total
912 1034 1946
Right
34 Thru
68 Left
43 Out Total In
119 145 264
Left
135
Thru
817
Right
52 Out In Total
870 1004 1874
Left
61 Thru
21 Right
44 Total Out In
408 126 534
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:45 AM
+0 mins. 12 184 61 257 14 14 11 39 25 198 21 244 18 8 12 38 +15 mins. 9 243 56 308 10 21 11 42 32 244 7 283 16 2 12 30 +30 mins. 13 163 46 222 10 20 3 33 49 196 14 259 13 5 7 25 +45 mins. 12 193 42 247 9 13 9 31 29 179 10 218 25 8 6 39 Total Volume 46 783 205 1034 43 68 34 145 135 817 52 1004 72 23 37 132 % App. Total 4.4 75.7 19.8 29.7 46.9 23.4 13.4 81.4 5.2 54.5 17.4 28 PHF .885 .806 .840 .839 .768 .810 .773 .863 .689 .837 .619 .887 .720 .719 .771 .846 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
608
File Name : ONTMICOPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
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 100 249 15 364 28 20 27 75 43 262 34 339 65 17 33 115 893 04:15 PM 63 199 21 283 37 18 17 72 40 254 31 325 74 24 37 135 815 04:30 PM 52 246 24 322 32 10 21 63 55 280 18 353 57 16 46 119 857 04:45 PM 51 269 26 346 50 20 18 88 43 333 26 402 55 20 32 107 943 Total 266 963 86 1315 147 68 83 298 181 1129 109 1419 251 77 148 476 3508 05:00 PM 28 291 33 352 28 14 23 65 38 345 25 408 83 43 30 156 981 05:15 PM 44 260 28 332 34 13 28 75 37 402 31 470 90 25 31 146 1023 05:30 PM 37 259 25 321 38 13 32 83 44 368 31 443 67 28 32 127 974 05:45 PM 34 210 20 264 33 15 17 65 40 301 31 372 75 18 23 116 817 Total 143 1020 106 1269 133 55 100 288 159 1416 118 1693 315 114 116 545 3795 Grand Total 409 1983 192 2584 280 123 183 586 340 2545 227 3112 566 191 264 1021 7303 Apprch % 15.8 76.7 7.4 47.8 21 31.2 10.9 81.8 7.3 55.4 18.7 25.9 Total % 5.6 27.2 2.6 35.4 3.8 1.7 2.5 8 4.7 34.8 3.1 42.6 7.8 2.6 3.6 14 Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 51 269 26 346 50 20 18 88 43 333 26 402 55 20 32 107 943 05:00 PM 28 291 33 352 28 14 23 65 38 345 25 408 83 43 30 156 981 05:15 PM 44 260 28 332 34 13 28 75 37 402 31 470 90 25 31 146 1023 05:30 PM 37 259 25 321 38 13 32 83 44 368 31 443 67 28 32 127 974 Total Volume 160 1079 112 1351 150 60 101 311 162 1448 113 1723 295 116 125 536 3921 % App. Total 11.8 79.9 8.3 48.2 19.3 32.5 9.4 84 6.6 55 21.6 23.3 PHF .784 .927 .848 .960 .750 .750 .789 .884 .920 .900 .911 .916 .819 .674 .977 .859 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
609
File Name : ONTMICOPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Milliken Avenue
Concours Street
Concours Street
Milliken Avenue
Right
112
Thru
1079
Left
160
Out In Total
1844 1351 3195
Right
101
Thru
60 Left
150
Out Total In
389 311 700
Left
162
Thru
1448
Right
113
Out In Total
1354 1723 3077
Left
295
Thru
116
Right
125
Total Out In
334 536 870
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:45 PM 04:45 PM 05:00 PM
+0 mins. 52 246 24 322 50 20 18 88 43 333 26 402 83 43 30 156 +15 mins. 51 269 26 346 28 14 23 65 38 345 25 408 90 25 31 146 +30 mins. 28 291 33 352 34 13 28 75 37 402 31 470 67 28 32 127 +45 mins. 44 260 28 332 38 13 32 83 44 368 31 443 75 18 23 116 Total Volume 175 1066 111 1352 150 60 101 311 162 1448 113 1723 315 114 116 545 % App. Total 12.9 78.8 8.2 48.2 19.3 32.5 9.4 84 6.6 57.8 20.9 21.3 PHF .841 .916 .841 .960 .750 .750 .789 .884 .920 .900 .911 .916 .875 .663 .906 .873 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
610
File Name : ONTHAINAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 259 6 269 11 8 1 20 53 343 39 435 7 10 44 61 785 07:15 AM 10 278 12 300 20 16 2 38 68 388 71 527 3 12 43 58 923 07:30 AM 13 312 14 339 28 27 7 62 105 385 128 618 10 12 54 76 1095 07:45 AM 14 303 21 338 30 24 2 56 117 525 115 757 16 28 42 86 1237 Total 41 1152 53 1246 89 75 12 176 343 1641 353 2337 36 62 183 281 4040 08:00 AM 6 284 21 311 20 24 8 52 96 412 173 681 14 26 61 101 1145 08:15 AM 12 279 9 300 24 15 1 40 82 489 147 718 6 19 51 76 1134 08:30 AM 7 257 13 277 41 15 5 61 86 395 122 603 9 19 54 82 1023 08:45 AM 6 313 21 340 30 24 13 67 102 437 118 657 14 18 60 92 1156 Total 31 1133 64 1228 115 78 27 220 366 1733 560 2659 43 82 226 351 4458 Grand Total 72 2285 117 2474 204 153 39 396 709 3374 913 4996 79 144 409 632 8498 Apprch % 2.9 92.4 4.7 51.5 38.6 9.8 14.2 67.5 18.3 12.5 22.8 64.7 Total % 0.8 26.9 1.4 29.1 2.4 1.8 0.5 4.7 8.3 39.7 10.7 58.8 0.9 1.7 4.8 7.4 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 312 14 339 28 27 7 62 105 385 128 618 10 12 54 76 1095 07:45 AM 14 303 21 338 30 24 2 56 117 525 115 757 16 28 42 86 1237 08:00 AM 6 284 21 311 20 24 8 52 96 412 173 681 14 26 61 101 1145 08:15 AM 12 279 9 300 24 15 1 40 82 489 147 718 6 19 51 76 1134 Total Volume 45 1178 65 1288 102 90 18 210 400 1811 563 2774 46 85 208 339 4611 % App. Total 3.5 91.5 5 48.6 42.9 8.6 14.4 65.3 20.3 13.6 25.1 61.4 PHF .804 .944 .774 .950 .850 .833 .563 .847 .855 .862 .814 .916 .719 .759 .852 .839 .932 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
611
File Name : ONTHAINAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
65 Thru
1178
Left
45 Out In Total
1875 1288 3163
Right
18 Thru
90 Left
102
Out Total In
693 210 903
Left
400
Thru
1811
Right
563
Out In Total
1488 2774 4262
Left
46 Thru
85 Right
208
Total Out In
555 339 894
Peak Hour Begins at 07:30 AM
Total Volume
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 08:00 AM 07:30 AM 08:00 AM
+0 mins. 10 278 12 300 20 24 8 52 105 385 128 618 14 26 61 101 +15 mins. 13 312 14 339 24 15 1 40 117 525 115 757 6 19 51 76 +30 mins. 14 303 21 338 41 15 5 61 96 412 173 681 9 19 54 82 +45 mins. 6 284 21 311 30 24 13 67 82 489 147 718 14 18 60 92 Total Volume 43 1177 68 1288 115 78 27 220 400 1811 563 2774 43 82 226 351 % App. Total 3.3 91.4 5.3 52.3 35.5 12.3 14.4 65.3 20.3 12.3 23.4 64.4 PHF .768 .943 .810 .950 .701 .813 .519 .821 .855 .862 .814 .916 .768 .788 .926 .869 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
612
File Name : ONTHAINPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 7 524 17 548 108 31 13 152 60 421 95 576 23 29 83 135 1411 04:15 PM 11 431 6 448 89 29 9 127 76 399 85 560 29 28 77 134 1269 04:30 PM 7 454 12 473 130 30 6 166 71 384 73 528 30 47 125 202 1369 04:45 PM 7 427 12 446 103 32 12 147 84 428 96 608 31 44 100 175 1376 Total 32 1836 47 1915 430 122 40 592 291 1632 349 2272 113 148 385 646 5425 05:00 PM 10 481 7 498 198 41 7 246 90 417 102 609 37 52 120 209 1562 05:15 PM 12 566 9 587 124 34 10 168 61 420 108 589 50 47 75 172 1516 05:30 PM 17 362 9 388 126 25 12 163 73 418 99 590 31 38 75 144 1285 05:45 PM 14 351 15 380 88 36 6 130 66 403 116 585 18 44 69 131 1226 Total 53 1760 40 1853 536 136 35 707 290 1658 425 2373 136 181 339 656 5589 Grand Total 85 3596 87 3768 966 258 75 1299 581 3290 774 4645 249 329 724 1302 11014 Apprch % 2.3 95.4 2.3 74.4 19.9 5.8 12.5 70.8 16.7 19.1 25.3 55.6 Total % 0.8 32.6 0.8 34.2 8.8 2.3 0.7 11.8 5.3 29.9 7 42.2 2.3 3 6.6 11.8 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 7 454 12 473 130 30 6 166 71 384 73 528 30 47 125 202 1369 04:45 PM 7 427 12 446 103 32 12 147 84 428 96 608 31 44 100 175 1376 05:00 PM 10 481 7 498 198 41 7 246 90 417 102 609 37 52 120 209 1562 05:15 PM 12 566 9 587 124 34 10 168 61 420 108 589 50 47 75 172 1516 Total Volume 36 1928 40 2004 555 137 35 727 306 1649 379 2334 148 190 420 758 5823 % App. Total 1.8 96.2 2 76.3 18.8 4.8 13.1 70.7 16.2 19.5 25.1 55.4 PHF .750 .852 .833 .853 .701 .835 .729 .739 .850 .963 .877 .958 .740 .913 .840 .907 .932 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
613
File Name : ONTHAINPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
40 Thru
1928
Left
36 Out In Total
1832 2004 3836
Right
35 Thru
137
Left
555
Out Total In
605 727 1332
Left
306
Thru
1649
Right
379
Out In Total
2903 2334 5237
Left
148
Thru
190
Right
420
Total Out In
483 758 1241
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:45 PM 04:30 PM
+0 mins. 7 454 12 473 130 30 6 166 84 428 96 608 30 47 125 202 +15 mins. 7 427 12 446 103 32 12 147 90 417 102 609 31 44 100 175 +30 mins. 10 481 7 498 198 41 7 246 61 420 108 589 37 52 120 209 +45 mins. 12 566 9 587 124 34 10 168 73 418 99 590 50 47 75 172 Total Volume 36 1928 40 2004 555 137 35 727 308 1683 405 2396 148 190 420 758 % App. Total 1.8 96.2 2 76.3 18.8 4.8 12.9 70.2 16.9 19.5 25.1 55.4 PHF .750 .852 .833 .853 .701 .835 .729 .739 .856 .983 .938 .984 .740 .913 .840 .907 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
614
File Name : ONTMIINAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Boulevard/Mall Drive
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 122 14 139 11 7 3 21 63 143 14 220 6 2 5 13 393 07:15 AM 5 196 18 219 7 10 1 18 63 170 13 246 7 2 5 14 497 07:30 AM 6 164 26 196 22 17 5 44 84 232 25 341 4 4 10 18 599 07:45 AM 5 222 37 264 18 17 8 43 103 260 26 389 15 7 12 34 730 Total 19 704 95 818 58 51 17 126 313 805 78 1196 32 15 32 79 2219 08:00 AM 10 140 25 175 19 17 0 36 88 217 20 325 20 11 5 36 572 08:15 AM 7 191 25 223 27 17 4 48 78 205 25 308 16 7 18 41 620 08:30 AM 8 204 19 231 21 21 3 45 80 178 14 272 13 10 15 38 586 08:45 AM 7 189 25 221 9 11 9 29 82 219 35 336 12 9 17 38 624 Total 32 724 94 850 76 66 16 158 328 819 94 1241 61 37 55 153 2402 Grand Total 51 1428 189 1668 134 117 33 284 641 1624 172 2437 93 52 87 232 4621 Apprch % 3.1 85.6 11.3 47.2 41.2 11.6 26.3 66.6 7.1 40.1 22.4 37.5 Total % 1.1 30.9 4.1 36.1 2.9 2.5 0.7 6.1 13.9 35.1 3.7 52.7 2 1.1 1.9 5 Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 6 164 26 196 22 17 5 44 84 232 25 341 4 4 10 18 599 07:45 AM 5 222 37 264 18 17 8 43 103 260 26 389 15 7 12 34 730 08:00 AM 10 140 25 175 19 17 0 36 88 217 20 325 20 11 5 36 572 08:15 AM 7 191 25 223 27 17 4 48 78 205 25 308 16 7 18 41 620 Total Volume 28 717 113 858 86 68 17 171 353 914 96 1363 55 29 45 129 2521 % App. Total 3.3 83.6 13.2 50.3 39.8 9.9 25.9 67.1 7 42.6 22.5 34.9 PHF .700 .807 .764 .813 .796 1.00 .531 .891 .857 .879 .923 .876 .688 .659 .625 .787 .863 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
615
File Name : ONTMIINAM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Boulevard/Mall Drive
Weather: Clear
Milliken Avenue
Inland Empire Boulevard
Mall Drive
Milliken Avenue
Right
113
Thru
717
Left
28 Out In Total
986 858 1844
Right
17 Thru
68 Left
86 Out Total In
153 171 324
Left
353
Thru
914
Right
96 Out In Total
848 1363 2211
Left
55 Thru
29 Right
45 Total Out In
534 129 663
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:30 AM 08:00 AM
+0 mins. 5 222 37 264 18 17 8 43 84 232 25 341 20 11 5 36 +15 mins. 10 140 25 175 19 17 0 36 103 260 26 389 16 7 18 41 +30 mins. 7 191 25 223 27 17 4 48 88 217 20 325 13 10 15 38 +45 mins. 8 204 19 231 21 21 3 45 78 205 25 308 12 9 17 38 Total Volume 30 757 106 893 85 72 15 172 353 914 96 1363 61 37 55 153 % App. Total 3.4 84.8 11.9 49.4 41.9 8.7 25.9 67.1 7 39.9 24.2 35.9 PHF .750 .852 .716 .846 .787 .857 .469 .896 .857 .879 .923 .876 .763 .841 .764 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
616
File Name : ONTMIINPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Boulevard/Mall Drive
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 23 294 17 334 42 22 17 81 53 304 76 433 59 48 55 162 1010 04:15 PM 23 248 16 287 48 19 19 86 77 247 62 386 48 45 48 141 900 04:30 PM 22 295 24 341 45 20 15 80 70 286 71 427 48 49 66 163 1011 04:45 PM 24 308 29 361 58 18 15 91 79 334 82 495 62 53 49 164 1111 Total 92 1145 86 1323 193 79 66 338 279 1171 291 1741 217 195 218 630 4032 05:00 PM 21 314 24 359 43 17 29 89 74 297 86 457 66 67 83 216 1121 05:15 PM 21 304 18 343 49 16 14 79 103 380 73 556 82 57 89 228 1206 05:30 PM 18 297 32 347 35 17 17 69 85 373 77 535 46 73 60 179 1130 05:45 PM 26 216 27 269 52 15 13 80 99 296 85 480 50 61 68 179 1008 Total 86 1131 101 1318 179 65 73 317 361 1346 321 2028 244 258 300 802 4465 Grand Total 178 2276 187 2641 372 144 139 655 640 2517 612 3769 461 453 518 1432 8497 Apprch % 6.7 86.2 7.1 56.8 22 21.2 17 66.8 16.2 32.2 31.6 36.2 Total % 2.1 26.8 2.2 31.1 4.4 1.7 1.6 7.7 7.5 29.6 7.2 44.4 5.4 5.3 6.1 16.9 Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 24 308 29 361 58 18 15 91 79 334 82 495 62 53 49 164 1111 05:00 PM 21 314 24 359 43 17 29 89 74 297 86 457 66 67 83 216 1121 05:15 PM 21 304 18 343 49 16 14 79 103 380 73 556 82 57 89 228 1206 05:30 PM 18 297 32 347 35 17 17 69 85 373 77 535 46 73 60 179 1130 Total Volume 84 1223 103 1410 185 68 75 328 341 1384 318 2043 256 250 281 787 4568 % App. Total 6 86.7 7.3 56.4 20.7 22.9 16.7 67.7 15.6 32.5 31.8 35.7 PHF .875 .974 .805 .976 .797 .944 .647 .901 .828 .911 .924 .919 .780 .856 .789 .863 .947 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
617
File Name : ONTMIINPM
Site Code : 04216253
Start Date : 7/6/2016
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Boulevard/Mall Drive
Weather: Clear
Milliken Avenue
Inland Empire Boulevard
Mall Drive
Milliken Avenue
Right
103
Thru
1223
Left
84 Out In Total
1715 1410 3125
Right
75 Thru
68 Left
185
Out Total In
652 328 980
Left
341
Thru
1384
Right
318
Out In Total
1689 2043 3732
Left
256
Thru
250
Right
281
Total Out In
512 787 1299
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 04:45 PM 05:00 PM
+0 mins. 24 308 29 361 48 19 19 86 79 334 82 495 66 67 83 216 +15 mins. 21 314 24 359 45 20 15 80 74 297 86 457 82 57 89 228 +30 mins. 21 304 18 343 58 18 15 91 103 380 73 556 46 73 60 179 +45 mins. 18 297 32 347 43 17 29 89 85 373 77 535 50 61 68 179 Total Volume 84 1223 103 1410 194 74 78 346 341 1384 318 2043 244 258 300 802 % App. Total 6 86.7 7.3 56.1 21.4 22.5 16.7 67.7 15.6 30.4 32.2 37.4 PHF .875 .974 .805 .976 .836 .925 .672 .951 .828 .911 .924 .919 .744 .884 .843 .879 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
618
File Name : 06_ONT_Haven_10W AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 06:00 AM 0 197 77 274 94 0 75 169 0 158 66 224 0 0 0 0 667 06:15 AM 0 241 83 324 103 0 73 176 0 224 77 301 0 0 0 0 801 06:30 AM 0 263 87 350 118 0 95 213 0 275 65 340 0 0 0 0 903 06:45 AM 0 318 115 433 94 0 96 190 0 400 81 481 0 0 0 0 1104 Total 0 1019 362 1381 409 0 339 748 0 1057 289 1346 0 0 0 0 3475 07:00 AM 0 312 120 432 86 0 81 167 0 392 83 475 0 0 0 0 1074 07:15 AM 0 331 122 453 97 0 92 189 0 484 98 582 0 0 0 0 1224 07:30 AM 0 357 110 467 94 0 102 196 0 623 72 695 0 0 0 0 1358 07:45 AM 0 403 75 478 132 0 179 311 0 680 71 751 0 0 0 0 1540 Total 0 1403 427 1830 409 0 454 863 0 2179 324 2503 0 0 0 0 5196 08:00 AM 0 330 91 421 114 0 181 295 0 550 60 610 0 0 0 0 1326 08:15 AM 0 331 95 426 118 0 166 284 0 553 89 642 0 0 0 0 1352 08:30 AM 0 301 98 399 116 0 172 288 0 515 59 574 0 0 0 0 1261 08:45 AM 0 270 101 371 107 0 168 275 0 524 69 593 0 0 0 0 1239 Total 0 1232 385 1617 455 0 687 1142 0 2142 277 2419 0 0 0 0 5178 Grand Total 0 3654 1174 4828 1273 0 1480 2753 0 5378 890 6268 0 0 0 0 13849 Apprch % 0 75.7 24.3 46.2 0 53.8 0 85.8 14.2 0 0 0
Total % 0 26.4 8.5 34.9 9.2 0 10.7 19.9 0 38.8 6.4 45.3 0 0 0 0 Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 357 110 467 94 0 102 196 0 623 72 695 0 0 0 0 1358 07:45 AM 0 403 75 478 132 0 179 311 0 680 71 751 0 0 0 0 1540 08:00 AM 0 330 91 421 114 0 181 295 0 550 60 610 0 0 0 0 1326 08:15 AM 0 331 95 426 118 0 166 284 0 553 89 642 0 0 0 0 1352 Total Volume 0 1421 371 1792 458 0 628 1086 0 2406 292 2698 0 0 0 0 5576 % App. Total 0 79.3 20.7 42.2 0 57.8 0 89.2 10.8 0 0 0
PHF .000 .882 .843 .937 .867 .000 .867 .873 .000 .885 .820 .898 .000 .000 .000 .000 .905 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
619
File Name : 06_ONT_Haven_10W AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Haven Avenue
I-10 Westbound On Ramp
I-10 Westbound Ramps
Haven Avenue
Right
371
Thru
1421
Left
0 Out In Total
3034 1792 4826
Right
628
Thru
0 Left
458
Out Total In
292 1086 1378
Left
0 Thru
2406
Right
292
Out In Total
1879 2698 4577
Left
0 Thru
0 Right
0 Total Out In
371 0 371
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:45 AM 07:30 AM 06:00 AM
+0 mins. 0 312 120 432 132 0 179 311 0 623 72 695 0 0 0 0 +15 mins. 0 331 122 453 114 0 181 295 0 680 71 751 0 0 0 0 +30 mins. 0 357 110 467 118 0 166 284 0 550 60 610 0 0 0 0 +45 mins. 0 403 75 478 116 0 172 288 0 553 89 642 0 0 0 0 Total Volume 0 1403 427 1830 480 0 698 1178 0 2406 292 2698 0 0 0 0 % App. Total 0 76.7 23.3 40.7 0 59.3 0 89.2 10.8 0 0 0
PHF .000 .870 .875 .957 .909 .000 .964 .947 .000 .885 .820 .898 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
620
File Name : 06_ONT_Haven_10W PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 03:00 PM 0 396 181 577 98 0 98 196 0 406 122 528 0 0 0 0 1301 03:15 PM 0 379 150 529 92 0 130 222 0 449 99 548 0 0 0 0 1299 03:30 PM 0 494 175 669 110 0 120 230 0 462 128 590 0 0 0 0 1489 03:45 PM 0 386 129 515 105 0 127 232 0 527 140 667 0 0 0 0 1414 Total 0 1655 635 2290 405 0 475 880 0 1844 489 2333 0 0 0 0 5503 04:00 PM 0 426 190 616 85 0 130 215 0 530 151 681 0 0 0 0 1512 04:15 PM 0 387 174 561 79 0 119 198 0 494 135 629 0 0 0 0 1388 04:30 PM 0 475 223 698 76 0 123 199 0 418 144 562 0 0 0 0 1459 04:45 PM 0 495 213 708 74 0 114 188 0 541 161 702 0 0 0 0 1598 Total 0 1783 800 2583 314 0 486 800 0 1983 591 2574 0 0 0 0 5957 05:00 PM 0 592 205 797 73 0 112 185 0 528 143 671 0 0 0 0 1653 05:15 PM 0 531 171 702 67 0 111 178 0 577 150 727 0 0 0 0 1607 05:30 PM 0 402 146 548 83 0 120 203 0 534 107 641 0 0 0 0 1392 05:45 PM 0 375 145 520 84 2 146 232 0 486 105 591 0 0 0 0 1343 Total 0 1900 667 2567 307 2 489 798 0 2125 505 2630 0 0 0 0 5995 Grand Total 0 5338 2102 7440 1026 2 1450 2478 0 5952 1585 7537 0 0 0 0 17455 Apprch % 0 71.7 28.3 41.4 0.1 58.5 0 79 21 0 0 0
Total % 0 30.6 12 42.6 5.9 0 8.3 14.2 0 34.1 9.1 43.2 0 0 0 0 Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 475 223 698 76 0 123 199 0 418 144 562 0 0 0 0 1459 04:45 PM 0 495 213 708 74 0 114 188 0 541 161 702 0 0 0 0 1598 05:00 PM 0 592 205 797 73 0 112 185 0 528 143 671 0 0 0 0 1653 05:15 PM 0 531 171 702 67 0 111 178 0 577 150 727 0 0 0 0 1607 Total Volume 0 2093 812 2905 290 0 460 750 0 2064 598 2662 0 0 0 0 6317 % App. Total 0 72 28 38.7 0 61.3 0 77.5 22.5 0 0 0
PHF .000 .884 .910 .911 .954 .000 .935 .942 .000 .894 .929 .915 .000 .000 .000 .000 .955 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
621
File Name : 06_ONT_Haven_10W PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Haven Avenue
I-10 Westbound On Ramp
I-10 Westbound Ramps
Haven Avenue
Right
812
Thru
2093
Left
0 Out In Total
2524 2905 5429
Right
460
Thru
0 Left
290
Out Total In
598 750 1348
Left
0 Thru
2064
Right
598
Out In Total
2383 2662 5045
Left
0 Thru
0 Right
0 Total Out In
812 0 812
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 03:15 PM 04:45 PM 03:00 PM
+0 mins. 0 475 223 698 92 0 130 222 0 541 161 702 0 0 0 0 +15 mins. 0 495 213 708 110 0 120 230 0 528 143 671 0 0 0 0 +30 mins. 0 592 205 797 105 0 127 232 0 577 150 727 0 0 0 0 +45 mins. 0 531 171 702 85 0 130 215 0 534 107 641 0 0 0 0 Total Volume 0 2093 812 2905 392 0 507 899 0 2180 561 2741 0 0 0 0 % App. Total 0 72 28 43.6 0 56.4 0 79.5 20.5 0 0 0
PHF .000 .884 .910 .911 .891 .000 .975 .969 .000 .945 .871 .943 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
622
File Name : 08_ONT_Milliken_10W AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Pkwy
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:00 AM 5 86 46 137 12 19 3 34 24 84 28 136 55 11 48 114 421 06:15 AM 3 107 65 175 25 33 8 66 28 96 37 161 44 10 54 108 510 06:30 AM 10 114 63 187 19 51 5 75 32 118 45 195 55 8 69 132 589 06:45 AM 13 140 56 209 43 63 5 111 26 121 59 206 89 21 51 161 687 Total 31 447 230 708 99 166 21 286 110 419 169 698 243 50 222 515 2207 07:00 AM 19 115 69 203 35 81 4 120 28 131 52 211 69 13 32 114 648 07:15 AM 15 120 62 197 29 88 5 122 28 168 57 253 101 18 37 156 728 07:30 AM 16 124 59 199 39 74 5 118 26 212 75 313 91 23 47 161 791 07:45 AM 20 146 51 217 48 51 11 110 39 224 95 358 151 24 59 234 919 Total 70 505 241 816 151 294 25 470 121 735 279 1135 412 78 175 665 3086 08:00 AM 12 102 61 175 34 30 13 77 41 215 64 320 143 23 55 221 793 08:15 AM 29 133 63 225 29 16 3 48 36 175 44 255 157 13 58 228 756 08:30 AM 20 104 54 178 36 28 6 70 32 193 49 274 92 14 45 151 673 08:45 AM 21 122 64 207 26 26 7 59 31 171 50 252 122 33 56 211 729 Total 82 461 242 785 125 100 29 254 140 754 207 1101 514 83 214 811 2951 Grand Total 183 1413 713 2309 375 560 75 1010 371 1908 655 2934 1169 211 611 1991 8244 Apprch % 7.9 61.2 30.9 37.1 55.4 7.4 12.6 65 22.3 58.7 10.6 30.7 Total % 2.2 17.1 8.6 28 4.5 6.8 0.9 12.3 4.5 23.1 7.9 35.6 14.2 2.6 7.4 24.2 Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 16 124 59 199 39 74 5 118 26 212 75 313 91 23 47 161 791 07:45 AM 20 146 51 217 48 51 11 110 39 224 95 358 151 24 59 234 919 08:00 AM 12 102 61 175 34 30 13 77 41 215 64 320 143 23 55 221 793 08:15 AM 29 133 63 225 29 16 3 48 36 175 44 255 157 13 58 228 756 Total Volume 77 505 234 816 150 171 32 353 142 826 278 1246 542 83 219 844 3259 % App. Total 9.4 61.9 28.7 42.5 48.4 9.1 11.4 66.3 22.3 64.2 9.8 25.9 PHF .664 .865 .929 .907 .781 .578 .615 .748 .866 .922 .732 .870 .863 .865 .928 .902 .887 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
623
File Name : 08_ONT_Milliken_10W AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Pkwy
Weather: Clear
Milliken Avenue
I-10 Westbound Ramps
Ontario Mills Parkway
Milliken Avenue
Right
234
Thru
505
Left
77 Out In Total
1400 816 2216
Right
32 Thru
171
Left
150
Out Total In
438 353 791
Left
142
Thru
826
Right
278
Out In Total
874 1246 2120
Left
542
Thru
83 Right
219
Total Out In
547 844 1391
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 06:45 AM 07:30 AM 07:30 AM
+0 mins. 19 115 69 203 43 63 5 111 26 212 75 313 91 23 47 161 +15 mins. 15 120 62 197 35 81 4 120 39 224 95 358 151 24 59 234 +30 mins. 16 124 59 199 29 88 5 122 41 215 64 320 143 23 55 221 +45 mins. 20 146 51 217 39 74 5 118 36 175 44 255 157 13 58 228 Total Volume 70 505 241 816 146 306 19 471 142 826 278 1246 542 83 219 844 % App. Total 8.6 61.9 29.5 31 65 4 11.4 66.3 22.3 64.2 9.8 25.9 PHF .875 .865 .873 .940 .849 .869 .950 .965 .866 .922 .732 .870 .863 .865 .928 .902 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
624
File Name : 08_ONT_Milliken_10W PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Pkwy
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 43 197 97 337 41 74 13 128 65 229 92 386 119 31 59 209 1060 03:15 PM 40 202 119 361 53 36 8 97 44 233 77 354 139 38 39 216 1028 03:30 PM 65 177 85 327 39 47 18 104 73 225 82 380 137 33 57 227 1038 03:45 PM 53 195 110 358 50 54 10 114 42 251 95 388 186 43 50 279 1139 Total 201 771 411 1383 183 211 49 443 224 938 346 1508 581 145 205 931 4265 04:00 PM 63 195 120 378 39 58 12 109 64 223 105 392 150 39 43 232 1111 04:15 PM 36 231 101 368 51 49 14 114 51 253 94 398 166 49 48 263 1143 04:30 PM 63 213 121 397 54 72 9 135 72 246 98 416 163 57 49 269 1217 04:45 PM 57 238 106 401 50 73 14 137 46 233 108 387 215 47 57 319 1244 Total 219 877 448 1544 194 252 49 495 233 955 405 1593 694 192 197 1083 4715 05:00 PM 111 252 100 463 67 76 18 161 57 242 106 405 168 37 67 272 1301 05:15 PM 76 288 115 479 63 57 18 138 47 221 106 374 170 41 46 257 1248 05:30 PM 66 225 103 394 49 57 17 123 50 241 99 390 177 42 65 284 1191 05:45 PM 75 216 103 394 53 58 17 128 30 236 89 355 188 42 50 280 1157 Total 328 981 421 1730 232 248 70 550 184 940 400 1524 703 162 228 1093 4897 Grand Total 748 2629 1280 4657 609 711 168 1488 641 2833 1151 4625 1978 499 630 3107 13877 Apprch % 16.1 56.5 27.5 40.9 47.8 11.3 13.9 61.3 24.9 63.7 16.1 20.3 Total % 5.4 18.9 9.2 33.6 4.4 5.1 1.2 10.7 4.6 20.4 8.3 33.3 14.3 3.6 4.5 22.4 Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 63 213 121 397 54 72 9 135 72 246 98 416 163 57 49 269 1217 04:45 PM 57 238 106 401 50 73 14 137 46 233 108 387 215 47 57 319 1244 05:00 PM 111 252 100 463 67 76 18 161 57 242 106 405 168 37 67 272 1301 05:15 PM 76 288 115 479 63 57 18 138 47 221 106 374 170 41 46 257 1248 Total Volume 307 991 442 1740 234 278 59 571 222 942 418 1582 716 182 219 1117 5010 % App. Total 17.6 57 25.4 41 48.7 10.3 14 59.5 26.4 64.1 16.3 19.6 PHF .691 .860 .913 .908 .873 .914 .819 .887 .771 .957 .968 .951 .833 .798 .817 .875 .963 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
625
File Name : 08_ONT_Milliken_10W PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Pkwy
Weather: Clear
Milliken Avenue
I-10 Westbound Ramps
Ontario Mills Parkway
Milliken Avenue
Right
442
Thru
991
Left
307
Out In Total
1717 1740 3457
Right
59 Thru
278
Left
234
Out Total In
907 571 1478
Left
222
Thru
942
Right
418
Out In Total
1444 1582 3026
Left
716
Thru
182
Right
219
Total Out In
942 1117 2059
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:15 PM 04:45 PM
+0 mins. 63 213 121 397 54 72 9 135 51 253 94 398 215 47 57 319 +15 mins. 57 238 106 401 50 73 14 137 72 246 98 416 168 37 67 272 +30 mins. 111 252 100 463 67 76 18 161 46 233 108 387 170 41 46 257 +45 mins. 76 288 115 479 63 57 18 138 57 242 106 405 177 42 65 284 Total Volume 307 991 442 1740 234 278 59 571 226 974 406 1606 730 167 235 1132 % App. Total 17.6 57 25.4 41 48.7 10.3 14.1 60.6 25.3 64.5 14.8 20.8 PHF .691 .860 .913 .908 .873 .914 .819 .887 .785 .962 .940 .965 .849 .888 .877 .887 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
626
File Name : 07_ONT_Haven_10E AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Upland
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:00 AM 0 217 74 291 0 0 0 0 0 152 57 209 66 0 56 122 622 06:15 AM 0 276 69 345 0 0 0 0 0 195 69 264 100 0 92 192 801 06:30 AM 0 271 113 384 0 0 0 0 0 207 70 277 131 0 108 239 900 06:45 AM 0 300 111 411 0 0 0 0 0 290 62 352 198 0 147 345 1108 Total 0 1064 367 1431 0 0 0 0 0 844 258 1102 495 0 403 898 3431 07:00 AM 0 285 116 401 0 0 0 0 0 310 83 393 165 0 141 306 1100 07:15 AM 0 309 115 424 0 0 0 0 0 372 67 439 204 0 134 338 1201 07:30 AM 0 337 109 446 0 0 0 0 0 416 57 473 282 0 144 426 1345 07:45 AM 0 406 125 531 0 0 0 0 0 402 69 471 350 0 163 513 1515 Total 0 1337 465 1802 0 0 0 0 0 1500 276 1776 1001 0 582 1583 5161 08:00 AM 0 336 110 446 0 0 0 0 0 361 78 439 252 0 125 377 1262 08:15 AM 0 331 118 449 0 0 0 0 0 387 80 467 260 0 106 366 1282 08:30 AM 0 303 106 409 0 0 0 0 0 331 104 435 243 0 119 362 1206 08:45 AM 0 278 97 375 0 0 0 0 0 344 82 426 244 0 112 356 1157 Total 0 1248 431 1679 0 0 0 0 0 1423 344 1767 999 0 462 1461 4907 Grand Total 0 3649 1263 4912 0 0 0 0 0 3767 878 4645 2495 0 1447 3942 13499 Apprch % 0 74.3 25.7 0 0 0 0 81.1 18.9 63.3 0 36.7
Total % 0 27 9.4 36.4 0 0 0 0 0 27.9 6.5 34.4 18.5 0 10.7 29.2 Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 337 109 446 0 0 0 0 0 416 57 473 282 0 144 426 1345 07:45 AM 0 406 125 531 0 0 0 0 0 402 69 471 350 0 163 513 1515 08:00 AM 0 336 110 446 0 0 0 0 0 361 78 439 252 0 125 377 1262 08:15 AM 0 331 118 449 0 0 0 0 0 387 80 467 260 0 106 366 1282 Total Volume 0 1410 462 1872 0 0 0 0 0 1566 284 1850 1144 0 538 1682 5404 % App. Total 0 75.3 24.7 0 0 0 0 84.6 15.4 68 0 32
PHF .000 .868 .924 .881 .000 .000 .000 .000 .000 .941 .888 .978 .817 .000 .825 .820 .892 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
627
File Name : 07_ONT_Haven_10E AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Upland
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Haven Avenue
I-10 Eastbound Ramps
I-10 Eastbound On Ramp
Haven Avenue
Right
462
Thru
1410
Left
0 Out In Total
2710 1872 4582
Right
0 Thru
0 Left
0 Out Total In
284 0 284
Left
0 Thru
1566
Right
284
Out In Total
1948 1850 3798
1144
Left Thru
0 Right
538
Total Out In
462 1682 2144
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 06:00 AM 07:30 AM 07:30 AM
+0 mins. 0 337 109 446 0 0 0 0 0 416 57 473 282 0 144 426 +15 mins. 0 406 125 531 0 0 0 0 0 402 69 471 350 0 163 513 +30 mins. 0 336 110 446 0 0 0 0 0 361 78 439 252 0 125 377 +45 mins. 0 331 118 449 0 0 0 0 0 387 80 467 260 0 106 366 Total Volume 0 1410 462 1872 0 0 0 0 0 1566 284 1850 1144 0 538 1682 % App. Total 0 75.3 24.7 0 0 0 0 84.6 15.4 68 0 32
PHF .000 .868 .924 .881 .000 .000 .000 .000 .000 .941 .888 .978 .817 .000 .825 .820 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
628
File Name : 07_ONT_Haven_10E PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Upland
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:00 PM 0 384 108 492 0 0 0 0 0 400 170 570 123 0 73 196 1258 03:15 PM 0 350 129 479 0 0 0 0 0 410 214 624 141 0 86 227 1330 03:30 PM 0 403 199 602 0 0 0 0 0 441 193 634 155 0 77 232 1468 03:45 PM 0 372 121 493 0 0 0 0 0 527 194 721 132 0 69 201 1415 Total 0 1509 557 2066 0 0 0 0 0 1778 771 2549 551 0 305 856 5471 04:00 PM 0 380 126 506 0 0 0 0 0 548 160 708 135 0 55 190 1404 04:15 PM 0 341 117 458 0 0 0 0 0 535 195 730 95 0 49 144 1332 04:30 PM 0 422 129 551 0 0 0 0 0 474 152 626 82 0 44 126 1303 04:45 PM 0 432 137 569 0 0 0 0 0 589 202 791 116 0 76 192 1552 Total 0 1575 509 2084 0 0 0 0 0 2146 709 2855 428 0 224 652 5591 05:00 PM 0 501 163 664 0 0 0 0 0 555 182 737 116 0 56 172 1573 05:15 PM 0 456 145 601 0 0 0 0 0 614 188 802 117 0 44 161 1564 05:30 PM 0 366 123 489 0 0 0 0 0 519 159 678 117 0 52 169 1336 05:45 PM 0 368 85 453 0 0 0 0 0 484 140 624 107 0 46 153 1230 Total 0 1691 516 2207 0 0 0 0 0 2172 669 2841 457 0 198 655 5703 Grand Total 0 4775 1582 6357 0 0 0 0 0 6096 2149 8245 1436 0 727 2163 16765 Apprch % 0 75.1 24.9 0 0 0 0 73.9 26.1 66.4 0 33.6
Total % 0 28.5 9.4 37.9 0 0 0 0 0 36.4 12.8 49.2 8.6 0 4.3 12.9 Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 432 137 569 0 0 0 0 0 589 202 791 116 0 76 192 1552 05:00 PM 0 501 163 664 0 0 0 0 0 555 182 737 116 0 56 172 1573 05:15 PM 0 456 145 601 0 0 0 0 0 614 188 802 117 0 44 161 1564 05:30 PM 0 366 123 489 0 0 0 0 0 519 159 678 117 0 52 169 1336 Total Volume 0 1755 568 2323 0 0 0 0 0 2277 731 3008 466 0 228 694 6025 % App. Total 0 75.5 24.5 0 0 0 0 75.7 24.3 67.1 0 32.9
PHF .000 .876 .871 .875 .000 .000 .000 .000 .000 .927 .905 .938 .996 .000 .750 .904 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
629
File Name : 07_ONT_Haven_10E PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Upland
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Haven Avenue
I-10 Eastbound Ramps
I-10 Eastbound On Ramp
Haven Avenue
Right
568
Thru
1755
Left
0 Out In Total
2743 2323 5066
Right
0 Thru
0 Left
0 Out Total In
731 0 731
Left
0 Thru
2277
Right
731
Out In Total
1983 3008 4991
Left
466
Thru
0 Right
228
Total Out In
568 694 1262
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 03:00 PM 04:45 PM 03:00 PM
+0 mins. 0 422 129 551 0 0 0 0 0 589 202 791 123 0 73 196 +15 mins. 0 432 137 569 0 0 0 0 0 555 182 737 141 0 86 227 +30 mins. 0 501 163 664 0 0 0 0 0 614 188 802 155 0 77 232 +45 mins. 0 456 145 601 0 0 0 0 0 519 159 678 132 0 69 201 Total Volume 0 1811 574 2385 0 0 0 0 0 2277 731 3008 551 0 305 856 % App. Total 0 75.9 24.1 0 0 0 0 75.7 24.3 64.4 0 35.6
PHF .000 .904 .880 .898 .000 .000 .000 .000 .000 .927 .905 .938 .889 .000 .887 .922 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
630
File Name : 09_ONT_Milliken_10E AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 06:00 AM 111 32 143 29 83 112 43 66 109 364
06:15 AM 142 40 182 25 78 103 90 70 160 445
06:30 AM 169 42 211 33 99 132 88 108 196 539
06:45 AM 172 68 240 28 97 125 116 163 279 644
Total 594 182 776 115 357 472 337 407 744 1992
07:00 AM 138 51 189 39 103 142 112 110 222 553
07:15 AM 126 53 179 41 135 176 130 122 252 607
07:30 AM 162 53 215 36 159 195 151 121 272 682
07:45 AM 189 61 250 39 168 207 198 157 355 812
Total 615 218 833 155 565 720 591 510 1101 2654
08:00 AM 149 46 195 47 173 220 136 126 262 677
08:15 AM 172 52 224 25 145 170 120 138 258 652
08:30 AM 132 61 193 52 142 194 115 109 224 611
08:45 AM 150 62 212 31 128 159 126 98 224 595
Total 603 221 824 155 588 743 497 471 968 2535
Grand Total 1812 621 2433 425 1510 1935 1425 1388 2813 7181 Apprch % 74.5 25.5 22 78 50.7 49.3
Total % 25.2 8.6 33.9 5.9 21 26.9 19.8 19.3 39.2
Milliken Avenue
Southbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 162 53 215 36 159 195 151 121 272 682
07:45 AM 189 61 250 39 168 207 198 157 355 812
08:00 AM 149 46 195 47 173 220 136 126 262 677
08:15 AM 172 52 224 25 145 170 120 138 258 652
Total Volume 672 212 884 147 645 792 605 542 1147 2823
% App. Total 76 24 18.6 81.4 52.7 47.3
PHF .889 .869 .884 .782 .932 .900 .764 .863 .808 .869
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
631
File Name : 09_ONT_Milliken_10E AM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Milliken Avenue
I-10 Eastbound Ramps
Milliken Avenue
Right
212
Thru
672
Out In Total
1250 884 2134
Left
147
Thru
645
Out In Total
1214 792 2006
Left
605
Right
542
Total Out In
359 1147 1506
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM
+0 mins. 162 53 215 41 135 176 151 121 272
+15 mins. 189 61 250 36 159 195 198 157 355
+30 mins. 149 46 195 39 168 207 136 126 262
+45 mins. 172 52 224 47 173 220 120 138 258
Total Volume 672 212 884 163 635 798 605 542 1147
% App. Total 76 24 20.4 79.6 52.7 47.3
PHF .889 .869 .884 .867 .918 .907 .764 .863 .808
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
632
File Name : 09_ONT_Milliken_10E PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 179 131 310 72 261 333 134 54 188 831
03:15 PM 168 121 289 65 187 252 153 52 205 746
03:30 PM 162 121 283 93 284 377 106 53 159 819
03:45 PM 174 110 284 71 270 341 121 42 163 788
Total 683 483 1166 301 1002 1303 514 201 715 3184
04:00 PM 186 101 287 80 277 357 104 34 138 782
04:15 PM 214 118 332 65 294 359 117 38 155 846
04:30 PM 217 109 326 94 310 404 120 50 170 900
04:45 PM 225 120 345 70 262 332 125 58 183 860
Total 842 448 1290 309 1143 1452 466 180 646 3388
05:00 PM 256 130 386 81 294 375 116 38 154 915
05:15 PM 242 160 402 56 248 304 113 40 153 859
05:30 PM 237 103 340 56 294 350 87 37 124 814
05:45 PM 218 108 326 42 229 271 134 42 176 773
Total 953 501 1454 235 1065 1300 450 157 607 3361
Grand Total 2478 1432 3910 845 3210 4055 1430 538 1968 9933 Apprch % 63.4 36.6 20.8 79.2 72.7 27.3
Total % 24.9 14.4 39.4 8.5 32.3 40.8 14.4 5.4 19.8
Milliken Avenue
Southbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 217 109 326 94 310 404 120 50 170 900
04:45 PM 225 120 345 70 262 332 125 58 183 860
05:00 PM 256 130 386 81 294 375 116 38 154 915
05:15 PM 242 160 402 56 248 304 113 40 153 859
Total Volume 940 519 1459 301 1114 1415 474 186 660 3534 % App. Total 64.4 35.6 21.3 78.7 71.8 28.2
PHF .918 .811 .907 .801 .898 .876 .948 .802 .902 .966
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
633
File Name : 09_ONT_Milliken_10E PM
Site Code : 99919684
Start Date : 11/6/2019
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Milliken Avenue
I-10 Eastbound Ramps
Milliken Avenue
Right
519
Thru
940
Out In Total
1588 1459 3047
Left
301
Thru
1114
Out In Total
1126 1415 2541
Left
474
Right
186
Total Out In
820 660 1480
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 03:00 PM
+0 mins. 225 120 345 65 294 359 134 54 188
+15 mins. 256 130 386 94 310 404 153 52 205
+30 mins. 242 160 402 70 262 332 106 53 159
+45 mins. 237 103 340 81 294 375 121 42 163
Total Volume 960 513 1473 310 1160 1470 514 201 715
% App. Total 65.2 34.8 21.1 78.9 71.9 28.1
PHF .938 .802 .916 .824 .935 .910 .840 .931 .872
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
634

Page 1 ends

City of Ontario
4th Street
B/ haven Avenue - Milliken Avenue
24 Hour Directional Volume Count
ONT4HAMI
Site Code: 105-21235
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 5/22/2021 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 25 180 64 237
12:15 12 190 44 222
12:30 20 185 37 192
12:45 18 235 75 790 33 258 178 909 253 1699
01:00 25 223 30 237
01:15 11 216 38 259
01:30 15 190 33 235
01:45 14 198 65 827 25 247 126 978 191 1805
02:00 8 184 22 224
02:15 8 186 17 204
02:30 12 212 25 234
02:45 6 196 34 778 19 200 83 862 117 1640
03:00 5 149 24 225
03:15 10 181 22 250
03:30 15 193 27 273
03:45 14 187 44 710 27 217 100 965 144 1675
04:00 2 195 24 270
04:15 7 202 27 243
04:30 11 159 30 232
04:45 6 203 26 759 55 281 136 1026 162 1785
05:00 8 154 22 207
05:15 16 167 41 267
05:30 17 165 50 221
05:45 29 152 70 638 63 244 176 939 246 1577
06:00 19 135 40 207
06:15 29 151 36 229
06:30 21 151 54 231
06:45 34 144 103 581 79 209 209 876 312 1457
07:00 38 122 47 215
07:15 30 106 50 193
07:30 43 85 61 166
07:45 43 76 154 389 76 115 234 689 388 1078
08:00 41 73 65 137
08:15 48 80 74 140
08:30 61 75 78 126
08:45 78 64 228 292 127 119 344 522 572 814
09:00 76 55 115 105
09:15 90 61 119 97
09:30 105 35 117 73
09:45 107 34 378 185 155 65 506 340 884 525
10:00 125 33 170 69
10:15 130 31 133 58
10:30 140 35 157 40
10:45 147 9 542 108 183 33 643 200 1185 308
11:00 134 24 176 55
11:15 167 19 173 31
11:30 168 10 180 37
11:45 179 17 648 70 182 48 711 171 1359 241
Total 2367 6127 2367 6127 3446 8477 3446 8477 5813 14604 Combined
Total 8494 8494 11923 11923 20417
AM Peak - 11:00 - - - 10:45 - - - - -
Vol. - 648 - - - 712 - - - - -
P.H.F. 0.905 0.973
PM Peak - - 00:45 - - - 04:00 - - - -
Vol. - - 864 - - - 1026 - - - -
P.H.F. 0.919 0.913
Percentag
e

27.9% 72.1% 28.9% 71.1%
ADT/AADT ADT 20,417 AADT 20,417
635
File Name : 01_ONT_Haven_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
Fourth Street
Westbound
Haven Avenue
Northbound
Fourth Street
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 12:45 PM 43 188 11 242 31 76 28 135 24 229 59 312 15 89 22 126 815 Total 43 188 11 242 31 76 28 135 24 229 59 312 15 89 22 126 815 01:00 PM 29 190 11 230 45 88 32 165 19 208 79 306 16 108 17 141 842 01:15 PM 43 209 13 265 35 80 29 144 25 206 51 282 8 101 19 128 819 01:30 PM 25 226 16 267 32 91 32 155 29 190 61 280 12 88 22 122 824 01:45 PM 34 197 17 248 39 90 27 156 36 231 40 307 7 92 18 117 828 Total 131 822 57 1010 151 349 120 620 109 835 231 1175 43 389 76 508 3313 02:00 PM 33 178 13 224 29 113 32 174 26 204 85 315 5 112 23 140 853 02:15 PM 30 209 10 249 39 67 27 133 29 165 62 256 13 89 20 122 760 02:30 PM 28 207 16 251 40 101 34 175 40 214 69 323 12 98 30 140 889 Grand Total 265 1604 107 1976 290 706 241 1237 228 1647 506 2381 88 777 171 1036 6630 Apprch % 13.4 81.2 5.4 23.4 57.1 19.5 9.6 69.2 21.3 8.5 75 16.5 Total % 4 24.2 1.6 29.8 4.4 10.6 3.6 18.7 3.4 24.8 7.6 35.9 1.3 11.7 2.6 15.6 Haven Avenue
Southbound
Fourth Street
Westbound
Haven Avenue
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:45 PM
01:45 PM 34 197 17 248 39 90 27 156 36 231 40 307 7 92 18 117 828 02:00 PM 33 178 13 224 29 113 32 174 26 204 85 315 5 112 23 140 853 02:15 PM 30 209 10 249 39 67 27 133 29 165 62 256 13 89 20 122 760 02:30 PM 28 207 16 251 40 101 34 175 40 214 69 323 12 98 30 140 889 Total Volume 125 791 56 972 147 371 120 638 131 814 256 1201 37 391 91 519 3330 % App. Total 12.9 81.4 5.8 23 58.2 18.8 10.9 67.8 21.3 7.1 75.3 17.5 PHF .919 .946 .824 .968 .919 .821 .882 .911 .819 .881 .753 .930 .712 .873 .758 .927 .936 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
636
File Name : 01_ONT_Haven_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Fourth Street
Weather: Clear
Haven Avenue
Fourth Street
Fourth Street
Haven Avenue
Right
56 Thru
791
Left
125
Out In Total
971 972 1943
Right
120
Thru
371
Left
147
Out Total In
772 638 1410
Left
131
Thru
814
Right
256
Out In Total
1029 1201 2230
Left
37 Thru
391
Right
91 Total Out In
558 519 1077
Peak Hour Begins at 01:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 01:45 PM 01:45 PM 01:45 PM
+0 mins. 29 190 11 230 39 90 27 156 36 231 40 307 7 92 18 117 +15 mins. 43 209 13 265 29 113 32 174 26 204 85 315 5 112 23 140 +30 mins. 25 226 16 267 39 67 27 133 29 165 62 256 13 89 20 122 +45 mins. 34 197 17 248 40 101 34 175 40 214 69 323 12 98 30 140 Total Volume 131 822 57 1010 147 371 120 638 131 814 256 1201 37 391 91 519 % App. Total 13 81.4 5.6 23 58.2 18.8 10.9 67.8 21.3 7.1 75.3 17.5 PHF .762 .909 .838 .946 .919 .821 .882 .911 .819 .881 .753 .930 .712 .873 .758 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
637
File Name : 02_ONT_Via Asti_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Cleveland Avenue/Via Asti
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
Cleveland Avenue
Southbound
Fourth Street
Westbound
Via Asti
Northbound
Fourth Street
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 12:45 PM 1 1 2 4 0 159 2 161 3 0 2 5 0 224 1 225 395
Total 1 1 2 4 0 159 2 161 3 0 2 5 0 224 1 225 395
01:00 PM 2 0 1 3 0 146 0 146 0 1 1 2 0 198 0 198 349
01:15 PM 1 0 0 1 0 150 0 150 0 0 0 0 0 229 1 230 381
01:30 PM 1 0 1 2 1 162 2 165 0 0 0 0 0 176 0 176 343
01:45 PM 0 0 0 0 0 183 0 183 0 0 2 2 0 199 2 201 386
Total 4 0 2 6 1 641 2 644 0 1 3 4 0 802 3 805 1459
02:00 PM 0 0 0 0 1 152 1 154 0 0 1 1 0 226 0 226 381
02:15 PM 0 0 0 0 0 137 0 137 3 0 1 4 0 185 1 186 327
02:30 PM 0 0 2 2 1 174 0 175 2 0 1 3 0 213 0 213 393
Grand Total 5 1 6 12 3 1263 5 1271 8 1 8 17 0 1650 5 1655 2955 Apprch % 41.7 8.3 50 0.2 99.4 0.4 47.1 5.9 47.1 0 99.7 0.3 Total % 0.2 0 0.2 0.4 0.1 42.7 0.2 43 0.3 0 0.3 0.6 0 55.8 0.2 56 Cleveland Avenue
Southbound
Fourth Street
Westbound
Via Asti
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:15 PM
01:15 PM 1 0 0 1 0 150 0 150 0 0 0 0 0 229 1 230 381
01:30 PM 1 0 1 2 1 162 2 165 0 0 0 0 0 176 0 176 343
01:45 PM 0 0 0 0 0 183 0 183 0 0 2 2 0 199 2 201 386
02:00 PM 0 0 0 0 1 152 1 154 0 0 1 1 0 226 0 226 381
Total Volume 2 0 1 3 2 647 3 652 0 0 3 3 0 830 3 833 1491 % App. Total 66.7 0 33.3 0.3 99.2 0.5 0 0 100 0 99.6 0.4 PHF .500 .000 .250 .375 .500 .884 .375 .891 .000 .000 .375 .375 .000 .906 .375 .905 .966 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
638
File Name : 02_ONT_Via Asti_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Cleveland Avenue/Via Asti
E/W: Fourth Street
Weather: Clear
Cleveland Avenue
Fourth Street
Fourth Street
Via Asti
Right
1 Thru
0 Left
2 Out In Total
3 3 6
Right
3 Thru
647
Left
2 Out Total In
835 652 1487
Left
0 Thru
0 Right
3 Out In Total
5 3 8
Left
0 Thru
830
Right
3 Total Out In
648 833 1481
Peak Hour Begins at 01:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 01:15 PM 01:45 PM 01:15 PM
+0 mins. 1 1 2 4 0 150 0 150 0 0 2 2 0 229 1 230
+15 mins. 2 0 1 3 1 162 2 165 0 0 1 1 0 176 0 176
+30 mins. 1 0 0 1 0 183 0 183 3 0 1 4 0 199 2 201
+45 mins. 1 0 1 2 1 152 1 154 2 0 1 3 0 226 0 226
Total Volume 5 1 4 10 2 647 3 652 5 0 5 10 0 830 3 833
% App. Total 50 10 40 0.3 99.2 0.5 50 0 50 0 99.6 0.4
PHF .625 .250 .500 .625 .500 .884 .375 .891 .417 .000 .625 .625 .000 .906 .375 .905 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
639
File Name : 03_ONT_The Resort_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: The Resort Parkway/Via Piemonte
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
The Resort Parkway
Southbound
Fourth Street
Westbound
Via Piemonte
Northbound
Fourth Street
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 12:45 PM 12 1 5 18 0 147 6 153 2 0 2 4 1 218 5 224 399
Total 12 1 5 18 0 147 6 153 2 0 2 4 1 218 5 224 399
01:00 PM 13 1 1 15 1 143 2 146 1 0 4 5 2 201 0 203 369
01:15 PM 9 1 2 12 1 146 4 151 1 0 0 1 3 226 0 229 393
01:30 PM 4 0 4 8 0 153 6 159 1 0 1 2 3 176 1 180 349
01:45 PM 10 0 6 16 1 169 9 179 0 0 0 0 2 200 1 203 398
Total 36 2 13 51 3 611 21 635 3 0 5 8 10 803 2 815 1509 02:00 PM 7 0 3 10 1 154 4 159 0 0 0 0 3 221 0 224 393
02:15 PM 10 1 1 12 1 142 8 151 0 0 4 4 3 184 4 191 358
02:30 PM 6 0 1 7 1 162 12 175 2 0 2 4 0 211 1 212 398
Grand Total 71 4 23 98 6 1216 51 1273 7 0 13 20 17 1637 12 1666 3057 Apprch % 72.4 4.1 23.5 0.5 95.5 4 35 0 65 1 98.3 0.7
Total % 2.3 0.1 0.8 3.2 0.2 39.8 1.7 41.6 0.2 0 0.4 0.7 0.6 53.5 0.4 54.5 The Resort Parkway
Southbound
Fourth Street
Westbound
Via Piemonte
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:45 PM
01:45 PM 10 0 6 16 1 169 9 179 0 0 0 0 2 200 1 203 398
02:00 PM 7 0 3 10 1 154 4 159 0 0 0 0 3 221 0 224 393
02:15 PM 10 1 1 12 1 142 8 151 0 0 4 4 3 184 4 191 358
02:30 PM 6 0 1 7 1 162 12 175 2 0 2 4 0 211 1 212 398
Total Volume 33 1 11 45 4 627 33 664 2 0 6 8 8 816 6 830 1547 % App. Total 73.3 2.2 24.4 0.6 94.4 5 25 0 75 1 98.3 0.7 PHF .825 .250 .458 .703 1.00 .928 .688 .927 .250 .000 .375 .500 .667 .923 .375 .926 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
640
File Name : 03_ONT_The Resort_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: The Resort Parkway/Via Piemonte
E/W: Fourth Street
Weather: Clear
The Resort Parkway
Fourth Street
Fourth Street
Via Piemonte
Right
11 Thru
1 Left
33 Out In Total
41 45 86
Right
33 Thru
627
Left
4 Out Total In
855 664 1519
Left
2 Thru
0 Right
6 Out In Total
11 8 19
Left
8 Thru
816
Right
6 Total Out In
640 830 1470
Peak Hour Begins at 01:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 01:45 PM 12:45 PM 12:45 PM
+0 mins. 12 1 5 18 1 169 9 179 2 0 2 4 1 218 5 224
+15 mins. 13 1 1 15 1 154 4 159 1 0 4 5 2 201 0 203
+30 mins. 9 1 2 12 1 142 8 151 1 0 0 1 3 226 0 229
+45 mins. 4 0 4 8 1 162 12 175 1 0 1 2 3 176 1 180
Total Volume 38 3 12 53 4 627 33 664 5 0 7 12 9 821 6 836 % App. Total 71.7 5.7 22.6 0.6 94.4 5 41.7 0 58.3 1.1 98.2 0.7 PHF .731 .750 .600 .736 1.000 .928 .688 .927 .625 .000 .438 .600 .750 .908 .300 .913 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
641
File Name : 04_ONT_PDW3_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: The Project Driveway 3
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
Fourth Street
Westbound
The Project Driveway 3
Northbound
Fourth Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 12:45 PM 0 149 149 0 1 1 225 12 237 387
Total 0 149 149 0 1 1 225 12 237 387
01:00 PM 0 146 146 0 3 3 210 11 221 370
01:15 PM 0 158 158 0 2 2 228 7 235 395
01:30 PM 0 156 156 0 3 3 173 9 182 341
01:45 PM 0 190 190 0 3 3 204 11 215 408
Total 0 650 650 0 11 11 815 38 853 1514
02:00 PM 0 164 164 0 0 0 219 9 228 392
02:15 PM 0 151 151 0 4 4 179 15 194 349
02:30 PM 0 174 174 0 4 4 200 18 218 396
Grand Total 0 1288 1288 0 20 20 1638 92 1730 3038
Apprch % 0 100 0 100 94.7 5.3
Total % 0 42.4 42.4 0 0.7 0.7 53.9 3 56.9
Fourth Street
Westbound
The Project Driveway 3
Northbound
Fourth Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:45 PM
01:45 PM 0 190 190 0 3 3 204 11 215 408
02:00 PM 0 164 164 0 0 0 219 9 228 392
02:15 PM 0 151 151 0 4 4 179 15 194 349
02:30 PM 0 174 174 0 4 4 200 18 218 396
Total Volume 0 679 679 0 11 11 802 53 855 1545
% App. Total 0 100 0 100 93.8 6.2
PHF .000 .893 .893 .000 .688 .688 .916 .736 .938 .947
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
642
File Name : 04_ONT_PDW3_4th Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: The Project Driveway 3
E/W: Fourth Street
Weather: Clear
Fourth Street
Fourth Street
The Project Driveway 3
Thru
679
Left
0 Out Total In
813 679 1492
Left
0 Right
11 Out In Total
53 11 64
Thru
802
Right
53 Total Out In
679 855 1534
Peak Hour Begins at 01:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:45 PM 01:00 PM 12:45 PM
+0 mins. 0 190 190 0 3 3 225 12 237
+15 mins. 0 164 164 0 2 2 210 11 221
+30 mins. 0 151 151 0 3 3 228 7 235
+45 mins. 0 174 174 0 3 3 173 9 182
Total Volume 0 679 679 0 11 11 836 39 875
% App. Total 0 100 0 100 95.5 4.5
PHF .000 .893 .893 .000 .917 .917 .917 .813 .923
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
643
File Name : 05_ONT_Milliken_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Fourth Street
Westbound
Milliken Avenue
Northbound
Fourth Street
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 12:45 PM 58 146 21 225 107 103 48 258 31 128 73 232 49 227 49 325 1040 Total 58 146 21 225 107 103 48 258 31 128 73 232 49 227 49 325 1040 01:00 PM 76 129 35 240 67 126 44 237 29 150 76 255 55 146 36 237 969 01:15 PM 68 154 28 250 105 129 49 283 46 159 61 266 40 162 65 267 1066 01:30 PM 75 156 24 255 95 111 56 262 41 168 48 257 50 116 51 217 991 01:45 PM 90 151 20 261 79 104 47 230 31 142 63 236 38 141 42 221 948 Total 309 590 107 1006 346 470 196 1012 147 619 248 1014 183 565 194 942 3974 02:00 PM 68 129 26 223 79 112 50 241 38 129 69 236 60 137 48 245 945 02:15 PM 60 163 32 255 87 118 46 251 31 156 86 273 41 136 59 236 1015 02:30 PM 62 159 20 241 88 122 52 262 43 143 63 249 58 149 45 252 1004 Grand Total 557 1187 206 1950 707 925 392 2024 290 1175 539 2004 391 1214 395 2000 7978 Apprch % 28.6 60.9 10.6 34.9 45.7 19.4 14.5 58.6 26.9 19.5 60.7 19.8 Total % 7 14.9 2.6 24.4 8.9 11.6 4.9 25.4 3.6 14.7 6.8 25.1 4.9 15.2 5 25.1 Milliken Avenue
Southbound
Fourth Street
Westbound
Milliken Avenue
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 PM
12:45 PM 58 146 21 225 107 103 48 258 31 128 73 232 49 227 49 325 1040 01:00 PM 76 129 35 240 67 126 44 237 29 150 76 255 55 146 36 237 969 01:15 PM 68 154 28 250 105 129 49 283 46 159 61 266 40 162 65 267 1066 01:30 PM 75 156 24 255 95 111 56 262 41 168 48 257 50 116 51 217 991 Total Volume 277 585 108 970 374 469 197 1040 147 605 258 1010 194 651 201 1046 4066 % App. Total 28.6 60.3 11.1 36 45.1 18.9 14.6 59.9 25.5 18.5 62.2 19.2 PHF .911 .938 .771 .951 .874 .909 .879 .919 .799 .900 .849 .949 .882 .717 .773 .805 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
644
File Name : 05_ONT_Milliken_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Fourth Street
Weather: Clear
Milliken Avenue
Fourth Street
Fourth Street
Milliken Avenue
Right
108
Thru
585
Left
277
Out In Total
996 970 1966
Right
197
Thru
469
Left
374
Out Total In
1186 1040 2226
Left
147
Thru
605
Right
258
Out In Total
1160 1010 2170
Left
194
Thru
651
Right
201
Total Out In
724 1046 1770
Peak Hour Begins at 12:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 12:45 PM 01:00 PM 12:45 PM
+0 mins. 76 129 35 240 107 103 48 258 29 150 76 255 49 227 49 325 +15 mins. 68 154 28 250 67 126 44 237 46 159 61 266 55 146 36 237 +30 mins. 75 156 24 255 105 129 49 283 41 168 48 257 40 162 65 267 +45 mins. 90 151 20 261 95 111 56 262 31 142 63 236 50 116 51 217 Total Volume 309 590 107 1006 374 469 197 1040 147 619 248 1014 194 651 201 1046 % App. Total 30.7 58.6 10.6 36 45.1 18.9 14.5 61 24.5 18.5 62.2 19.2 PHF .858 .946 .764 .964 .874 .909 .879 .919 .799 .921 .816 .953 .882 .717 .773 .805 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
645
File Name : 06_ONT_15S_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: I-15 SB Ramps/Ontario Mills Drive
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
I-15 Southbound Ramps
Southbound
Fourth Street
Westbound
Ontario Mills Drive
Northbound
Fourth Street
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 12:45 PM 15 130 141 286 93 156 67 316 22 61 87 170 141 189 34 364 1136 Total 15 130 141 286 93 156 67 316 22 61 87 170 141 189 34 364 1136 01:00 PM 9 98 158 265 63 160 63 286 32 50 82 164 119 198 22 339 1054 01:15 PM 10 109 134 253 74 163 72 309 35 59 96 190 127 219 31 377 1129 01:30 PM 14 111 117 242 61 145 96 302 40 56 81 177 131 151 24 306 1027 01:45 PM 13 116 124 253 71 143 80 294 33 76 83 192 129 181 29 339 1078 Total 46 434 533 1013 269 611 311 1191 140 241 342 723 506 749 106 1361 4288 02:00 PM 6 101 126 233 71 135 62 268 35 74 104 213 131 182 26 339 1053 02:15 PM 17 99 105 221 62 156 60 278 32 71 110 213 169 189 17 375 1087 02:30 PM 12 115 128 255 66 172 77 315 32 65 105 202 161 175 18 354 1126 Grand Total 96 879 1033 2008 561 1230 577 2368 261 512 748 1521 1108 1484 201 2793 8690 Apprch % 4.8 43.8 51.4 23.7 51.9 24.4 17.2 33.7 49.2 39.7 53.1 7.2 Total % 1.1 10.1 11.9 23.1 6.5 14.2 6.6 27.2 3 5.9 8.6 17.5 12.8 17.1 2.3 32.1 I-15 Southbound Ramps
Southbound
Fourth Street
Westbound
Ontario Mills Drive
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 PM
12:45 PM 15 130 141 286 93 156 67 316 22 61 87 170 141 189 34 364 1136 01:00 PM 9 98 158 265 63 160 63 286 32 50 82 164 119 198 22 339 1054 01:15 PM 10 109 134 253 74 163 72 309 35 59 96 190 127 219 31 377 1129 01:30 PM 14 111 117 242 61 145 96 302 40 56 81 177 131 151 24 306 1027 Total Volume 48 448 550 1046 291 624 298 1213 129 226 346 701 518 757 111 1386 4346 % App. Total 4.6 42.8 52.6 24 51.4 24.6 18.4 32.2 49.4 37.4 54.6 8 PHF .800 .862 .870 .914 .782 .957 .776 .960 .806 .926 .901 .922 .918 .864 .816 .919 .956 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
646
File Name : 06_ONT_15S_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: I-15 SB Ramps/Ontario Mills Drive
E/W: Fourth Street
Weather: Clear
I-15 Southbound Ramps
Fourth Street
Fourth Street
Ontario Mills Drive
Right
550
Thru
448
Left
48 Out In Total
1042 1046 2088
Right
298
Thru
624
Left
291
Out Total In
1151 1213 2364
Left
129
Thru
226
Right
346
Out In Total
850 701 1551
Left
518
Thru
757
Right
111
Total Out In
1303 1386 2689
Peak Hour Begins at 12:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 12:45 PM 01:45 PM 01:45 PM
+0 mins. 15 130 141 286 93 156 67 316 33 76 83 192 129 181 29 339 +15 mins. 9 98 158 265 63 160 63 286 35 74 104 213 131 182 26 339 +30 mins. 10 109 134 253 74 163 72 309 32 71 110 213 169 189 17 375 +45 mins. 14 111 117 242 61 145 96 302 32 65 105 202 161 175 18 354 Total Volume 48 448 550 1046 291 624 298 1213 132 286 402 820 590 727 90 1407 % App. Total 4.6 42.8 52.6 24 51.4 24.6 16.1 34.9 49 41.9 51.7 6.4 PHF .800 .862 .870 .914 .782 .957 .776 .960 .943 .941 .914 .962 .873 .962 .776 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
647
File Name : 07_ONT_15N_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Fourth Street
Weather: Clear
Groups Printed- Total Volume
I-15 Northbound Ramps
Southbound
Fourth Street
Westbound
The Exchange Driveway
Northbound
Fourth Street
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 12:45 PM 10 10 192 212 7 107 11 125 20 13 11 44 185 75 21 281 662 Total 10 10 192 212 7 107 11 125 20 13 11 44 185 75 21 281 662 01:00 PM 12 18 197 227 3 73 9 85 11 12 9 32 180 91 12 283 627 01:15 PM 19 12 212 243 6 91 16 113 15 10 7 32 192 103 13 308 696 01:30 PM 9 14 203 226 7 89 16 112 21 13 6 40 162 70 20 252 630 01:45 PM 12 12 202 226 9 78 5 92 18 12 7 37 175 73 15 263 618 Total 52 56 814 922 25 331 46 402 65 47 29 141 709 337 60 1106 2571 02:00 PM 7 11 188 206 4 77 15 96 11 15 8 34 183 92 11 286 622 02:15 PM 13 10 183 206 5 75 7 87 20 12 3 35 194 91 26 311 639 02:30 PM 8 10 210 228 5 87 7 99 19 10 8 37 177 100 19 296 660 Grand Total 90 97 1587 1774 46 677 86 809 135 97 59 291 1448 695 137 2280 5154 Apprch % 5.1 5.5 89.5 5.7 83.7 10.6 46.4 33.3 20.3 63.5 30.5 6 Total % 1.7 1.9 30.8 34.4 0.9 13.1 1.7 15.7 2.6 1.9 1.1 5.6 28.1 13.5 2.7 44.2 I-15 Northbound Ramps
Southbound
Fourth Street
Westbound
The Exchange Driveway
Northbound
Fourth Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 PM
12:45 PM 10 10 192 212 7 107 11 125 20 13 11 44 185 75 21 281 662 01:00 PM 12 18 197 227 3 73 9 85 11 12 9 32 180 91 12 283 627 01:15 PM 19 12 212 243 6 91 16 113 15 10 7 32 192 103 13 308 696 01:30 PM 9 14 203 226 7 89 16 112 21 13 6 40 162 70 20 252 630 Total Volume 50 54 804 908 23 360 52 435 67 48 33 148 719 339 66 1124 2615 % App. Total 5.5 5.9 88.5 5.3 82.8 12 45.3 32.4 22.3 64 30.2 5.9 PHF .658 .750 .948 .934 .821 .841 .813 .870 .798 .923 .750 .841 .936 .823 .786 .912 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
648
File Name : 07_ONT_15N_Fourth Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Fourth Street
Weather: Clear
I-15 Northbound Ramps
Fourth Street
Fourth Street
The Exchange Driveway
Right
804
Thru
54 Left
50 Out In Total
819 908 1727
Right
52 Thru
360
Left
23 Out Total In
422 435 857
Left
67 Thru
48 Right
33 Out In Total
143 148 291
Left
719
Thru
339
Right
66 Total Out In
1231 1124 2355
Peak Hour Begins at 12:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 12:45 PM 12:45 PM 01:45 PM
+0 mins. 12 18 197 227 7 107 11 125 20 13 11 44 175 73 15 263 +15 mins. 19 12 212 243 3 73 9 85 11 12 9 32 183 92 11 286 +30 mins. 9 14 203 226 6 91 16 113 15 10 7 32 194 91 26 311 +45 mins. 12 12 202 226 7 89 16 112 21 13 6 40 177 100 19 296 Total Volume 52 56 814 922 23 360 52 435 67 48 33 148 729 356 71 1156 % App. Total 5.6 6.1 88.3 5.3 82.8 12 45.3 32.4 22.3 63.1 30.8 6.1 PHF .684 .778 .960 .949 .821 .841 .813 .870 .798 .923 .750 .841 .939 .890 .683 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
649
File Name : 08_ONT_Haven_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Concours Street
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
Concours Street
Westbound
Haven Avenue
Northbound
Concours Street
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 12:45 PM 7 218 3 228 18 14 10 42 20 313 23 356 4 3 8 15 641 Total 7 218 3 228 18 14 10 42 20 313 23 356 4 3 8 15 641 01:00 PM 7 268 5 280 20 11 17 48 6 278 29 313 2 2 9 13 654 01:15 PM 9 253 2 264 23 12 8 43 7 258 30 295 2 3 9 14 616 01:30 PM 6 278 8 292 25 10 10 45 8 283 45 336 5 9 11 25 698 01:45 PM 8 246 7 261 21 5 8 34 11 305 38 354 0 4 4 8 657 Total 30 1045 22 1097 89 38 43 170 32 1124 142 1298 9 18 33 60 2625 02:00 PM 5 222 7 234 16 11 11 38 14 280 32 326 3 2 5 10 608 02:15 PM 11 266 9 286 23 9 9 41 11 255 32 298 6 8 12 26 651 02:30 PM 7 273 7 287 18 12 10 40 3 308 18 329 0 4 9 13 669 Grand Total 60 2024 48 2132 164 84 83 331 80 2280 247 2607 22 35 67 124 5194 Apprch % 2.8 94.9 2.3 49.5 25.4 25.1 3.1 87.5 9.5 17.7 28.2 54 Total % 1.2 39 0.9 41 3.2 1.6 1.6 6.4 1.5 43.9 4.8 50.2 0.4 0.7 1.3 2.4 Haven Avenue
Southbound
Concours Street
Westbound
Haven Avenue
Northbound
Concours Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 7 268 5 280 20 11 17 48 6 278 29 313 2 2 9 13 654 01:15 PM 9 253 2 264 23 12 8 43 7 258 30 295 2 3 9 14 616 01:30 PM 6 278 8 292 25 10 10 45 8 283 45 336 5 9 11 25 698 01:45 PM 8 246 7 261 21 5 8 34 11 305 38 354 0 4 4 8 657 Total Volume 30 1045 22 1097 89 38 43 170 32 1124 142 1298 9 18 33 60 2625 % App. Total 2.7 95.3 2 52.4 22.4 25.3 2.5 86.6 10.9 15 30 55 PHF .833 .940 .688 .939 .890 .792 .632 .885 .727 .921 .789 .917 .450 .500 .750 .600 .940 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
650
File Name : 08_ONT_Haven_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Concours Street
Weather: Clear
Haven Avenue
Concours Street
Concours Street
Haven Avenue
Right
22 Thru
1045
Left
30 Out In Total
1176 1097 2273
Right
43 Thru
38 Left
89 Out Total In
190 170 360
Left
32 Thru
1124
Right
142
Out In Total
1167 1298 2465
Left
9 Thru
18 Right
33 Total Out In
92 60 152
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 12:45 PM 01:30 PM 01:30 PM
+0 mins. 7 268 5 280 18 14 10 42 8 283 45 336 5 9 11 25 +15 mins. 9 253 2 264 20 11 17 48 11 305 38 354 0 4 4 8 +30 mins. 6 278 8 292 23 12 8 43 14 280 32 326 3 2 5 10 +45 mins. 8 246 7 261 25 10 10 45 11 255 32 298 6 8 12 26 Total Volume 30 1045 22 1097 86 47 45 178 44 1123 147 1314 14 23 32 69 % App. Total 2.7 95.3 2 48.3 26.4 25.3 3.3 85.5 11.2 20.3 33.3 46.4 PHF .833 .940 .688 .939 .860 .839 .662 .927 .786 .920 .817 .928 .583 .639 .667 .663 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
651
File Name : 09_ONT_Ont Ctr_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Ontario Center/Mercedes Lane
E/W: Concours Street
Weather: Clear
Groups Printed- Total Volume
Concours Street
Southbound
Driveway
Westbound
Concours Street
Northbound
Ontario Center Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 0 39 4 43 0 0 0 0 2 36 0 38 4 0 0 4 85
Total 0 39 4 43 0 0 0 0 2 36 0 38 4 0 0 4 85
01:00 PM 0 44 4 48 0 0 0 0 3 34 0 37 1 0 0 1 86
01:15 PM 0 41 2 43 0 0 0 0 1 42 0 43 2 0 0 2 88
01:30 PM 0 37 0 37 0 0 0 0 0 60 0 60 0 0 1 1 98
01:45 PM 0 42 3 45 0 0 0 0 1 57 1 59 6 0 1 7 111
Total 0 164 9 173 0 0 0 0 5 193 1 199 9 0 2 11 383
02:00 PM 0 36 1 37 0 0 0 0 2 46 0 48 2 0 0 2 87
02:15 PM 0 45 7 52 0 0 0 0 1 52 0 53 0 0 0 0 105
02:30 PM 0 39 7 46 0 0 0 0 2 33 0 35 2 0 2 4 85
Grand Total 0 323 28 351 0 0 0 0 12 360 1 373 17 0 4 21 745 Apprch % 0 92 8 0 0 0 3.2 96.5 0.3 81 0 19
Total % 0 43.4 3.8 47.1 0 0 0 0 1.6 48.3 0.1 50.1 2.3 0 0.5 2.8 Concours Street
Southbound
Driveway
Westbound
Concours Street
Northbound
Ontario Center Parkway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 0 37 0 37 0 0 0 0 0 60 0 60 0 0 1 1 98
01:45 PM 0 42 3 45 0 0 0 0 1 57 1 59 6 0 1 7 111
02:00 PM 0 36 1 37 0 0 0 0 2 46 0 48 2 0 0 2 87
02:15 PM 0 45 7 52 0 0 0 0 1 52 0 53 0 0 0 0 105
Total Volume 0 160 11 171 0 0 0 0 4 215 1 220 8 0 2 10 401 % App. Total 0 93.6 6.4 0 0 0 1.8 97.7 0.5 80 0 20
PHF .000 .889 .393 .822 .000 .000 .000 .000 .500 .896 .250 .917 .333 .000 .500 .357 .903 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
652
File Name : 09_ONT_Ont Ctr_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Ontario Center/Mercedes Lane
E/W: Concours Street
Weather: Clear
Concours Street
Ontario Center Parkway
Driveway
Concours Street
Right
11 Thru
160
Left
0 Out In Total
223 171 394
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
4 Thru
215
Right
1 Out In Total
162 220 382
Left
8 Thru
0 Right
2 Total Out In
15 10 25
Peak Hour Begins at 01:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:45 PM 12:45 PM 01:30 PM 01:45 PM
+0 mins. 0 42 3 45 0 0 0 0 0 60 0 60 6 0 1 7
+15 mins. 0 36 1 37 0 0 0 0 1 57 1 59 2 0 0 2
+30 mins. 0 45 7 52 0 0 0 0 2 46 0 48 0 0 0 0
+45 mins. 0 39 7 46 0 0 0 0 1 52 0 53 2 0 2 4
Total Volume 0 162 18 180 0 0 0 0 4 215 1 220 10 0 3 13 % App. Total 0 90 10 0 0 0 1.8 97.7 0.5 76.9 0 23.1
PHF .000 .900 .643 .865 .000 .000 .000 .000 .500 .896 .250 .917 .417 .000 .375 .464 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
653
File Name : 09_ONT_Ont Ctr_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 3
City of Ontario
N/S: Ontario Center/Mercedes Lane
E/W: Concours Street
Weather: Clear
Concours Street
Ontario Center Parkway
Driveway
Concours Street
Right
18 Thru
162
Left
0 In - Peak Hour: 01:45 PM
180
Right
0 Thru
0 Left
0 In - Peak Hour: 12:45 PM
0 Left
4 Thru
215
Right
1 In - Peak Hour: 01:30 PM
220
Left
10 Thru
0 Right
3 In - Peak Hour: 01:45 PM
13 Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
654
File Name : 10_ONT_Milliken_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
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 12:45 PM 67 190 48 305 30 18 19 67 41 197 46 284 46 20 28 94 750 Total 67 190 48 305 30 18 19 67 41 197 46 284 46 20 28 94 750 01:00 PM 48 132 36 216 37 13 28 78 46 164 47 257 49 16 33 98 649 01:15 PM 57 201 48 306 39 18 32 89 37 216 45 298 51 23 28 102 795 01:30 PM 49 175 41 265 45 18 25 88 41 157 41 239 39 31 34 104 696 01:45 PM 45 167 38 250 52 16 33 101 41 189 44 274 60 35 40 135 760 Total 199 675 163 1037 173 65 118 356 165 726 177 1068 199 105 135 439 2900 02:00 PM 48 169 40 257 49 20 24 93 39 147 43 229 64 22 26 112 691 02:15 PM 51 171 33 255 53 22 37 112 49 190 38 277 39 17 35 91 735 02:30 PM 44 203 49 296 49 20 23 92 42 193 36 271 39 22 32 93 752 Grand Total 409 1408 333 2150 354 145 221 720 336 1453 340 2129 387 186 256 829 5828 Apprch % 19 65.5 15.5 49.2 20.1 30.7 15.8 68.2 16 46.7 22.4 30.9 Total % 7 24.2 5.7 36.9 6.1 2.5 3.8 12.4 5.8 24.9 5.8 36.5 6.6 3.2 4.4 14.2 Milliken Avenue
Southbound
Concours Street
Westbound
Milliken Avenue
Northbound
Concours Street
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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:15 PM
01:15 PM 57 201 48 306 39 18 32 89 37 216 45 298 51 23 28 102 795 01:30 PM 49 175 41 265 45 18 25 88 41 157 41 239 39 31 34 104 696 01:45 PM 45 167 38 250 52 16 33 101 41 189 44 274 60 35 40 135 760 02:00 PM 48 169 40 257 49 20 24 93 39 147 43 229 64 22 26 112 691 Total Volume 199 712 167 1078 185 72 114 371 158 709 173 1040 214 111 128 453 2942 % App. Total 18.5 66 15.5 49.9 19.4 30.7 15.2 68.2 16.6 47.2 24.5 28.3 PHF .873 .886 .870 .881 .889 .900 .864 .918 .963 .821 .961 .872 .836 .793 .800 .839 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
655
File Name : 10_ONT_Milliken_Concours Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Concours Street
Weather: Clear
Milliken Avenue
Concours Street
Concours Street
Milliken Avenue
Right
167
Thru
712
Left
199
Out In Total
1037 1078 2115
Right
114
Thru
72 Left
185
Out Total In
483 371 854
Left
158
Thru
709
Right
173
Out In Total
1025 1040 2065
Left
214
Thru
111
Right
128
Total Out In
397 453 850
Peak Hour Begins at 01:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 01:45 PM 12:45 PM 01:15 PM
+0 mins. 67 190 48 305 52 16 33 101 41 197 46 284 51 23 28 102 +15 mins. 48 132 36 216 49 20 24 93 46 164 47 257 39 31 34 104 +30 mins. 57 201 48 306 53 22 37 112 37 216 45 298 60 35 40 135 +45 mins. 49 175 41 265 49 20 23 92 41 157 41 239 64 22 26 112 Total Volume 221 698 173 1092 203 78 117 398 165 734 179 1078 214 111 128 453 % App. Total 20.2 63.9 15.8 51 19.6 29.4 15.3 68.1 16.6 47.2 24.5 28.3 PHF .825 .868 .901 .892 .958 .886 .791 .888 .897 .850 .952 .904 .836 .793 .800 .839 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
656
File Name : 11_ONT_Haven_Inland Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 10 222 9 241 29 16 4 49 23 332 99 454 11 33 43 87 831 Total 10 222 9 241 29 16 4 49 23 332 99 454 11 33 43 87 831 01:00 PM 11 252 5 268 38 23 5 66 31 306 116 453 13 21 65 99 886 01:15 PM 12 269 9 290 27 13 13 53 31 285 100 416 11 24 41 76 835 01:30 PM 11 291 9 311 30 27 12 69 33 299 96 428 15 26 41 82 890 01:45 PM 5 241 10 256 39 25 20 84 25 309 92 426 12 18 39 69 835 Total 39 1053 33 1125 134 88 50 272 120 1199 404 1723 51 89 186 326 3446 02:00 PM 9 222 9 240 34 21 10 65 37 292 102 431 18 27 47 92 828 02:15 PM 8 258 13 279 35 27 16 78 33 284 82 399 10 23 45 78 834 02:30 PM 7 264 11 282 30 22 9 61 35 290 91 416 22 22 49 93 852 Grand Total 73 2019 75 2167 262 174 89 525 248 2397 778 3423 112 194 370 676 6791 Apprch % 3.4 93.2 3.5 49.9 33.1 17 7.2 70 22.7 16.6 28.7 54.7 Total % 1.1 29.7 1.1 31.9 3.9 2.6 1.3 7.7 3.7 35.3 11.5 50.4 1.6 2.9 5.4 10 Haven Avenue
Southbound
Inland Empire Boulevard
Westbound
Haven Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 11 252 5 268 38 23 5 66 31 306 116 453 13 21 65 99 886 01:15 PM 12 269 9 290 27 13 13 53 31 285 100 416 11 24 41 76 835 01:30 PM 11 291 9 311 30 27 12 69 33 299 96 428 15 26 41 82 890 01:45 PM 5 241 10 256 39 25 20 84 25 309 92 426 12 18 39 69 835 Total Volume 39 1053 33 1125 134 88 50 272 120 1199 404 1723 51 89 186 326 3446 % App. Total 3.5 93.6 2.9 49.3 32.4 18.4 7 69.6 23.4 15.6 27.3 57.1 PHF .813 .905 .825 .904 .859 .815 .625 .810 .909 .970 .871 .951 .850 .856 .715 .823 .968 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
657
File Name : 11_ONT_Haven_Inland Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: Inland Empire Boulevard
Weather: Clear
Haven Avenue
Inland Empire Boulevard
Inland Empire Boulevard
Haven Avenue
Right
33 Thru
1053
Left
39 Out In Total
1300 1125 2425
Right
50 Thru
88 Left
134
Out Total In
532 272 804
Left
120
Thru
1199
Right
404
Out In Total
1373 1723 3096
Left
51 Thru
89 Right
186
Total Out In
241 326 567
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 01:30 PM 12:45 PM 12:45 PM
+0 mins. 11 252 5 268 30 27 12 69 23 332 99 454 11 33 43 87 +15 mins. 12 269 9 290 39 25 20 84 31 306 116 453 13 21 65 99 +30 mins. 11 291 9 311 34 21 10 65 31 285 100 416 11 24 41 76 +45 mins. 5 241 10 256 35 27 16 78 33 299 96 428 15 26 41 82 Total Volume 39 1053 33 1125 138 100 58 296 118 1222 411 1751 50 104 190 344 % App. Total 3.5 93.6 2.9 46.6 33.8 19.6 6.7 69.8 23.5 14.5 30.2 55.2 PHF .813 .905 .825 .904 .885 .926 .725 .881 .894 .920 .886 .964 .833 .788 .731 .869 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
658
File Name : 12_ONT_Milliken_Inland Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Blvd/Mall Drive
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 27 212 16 255 48 21 21 90 42 210 150 402 31 48 42 121 868 Total 27 212 16 255 48 21 21 90 42 210 150 402 31 48 42 121 868 01:00 PM 17 216 20 253 59 13 23 95 58 216 128 402 45 66 43 154 904 01:15 PM 26 205 19 250 62 19 31 112 73 198 133 404 38 66 47 151 917 01:30 PM 23 261 18 302 68 33 23 124 60 183 157 400 34 48 45 127 953 01:45 PM 25 246 22 293 64 24 13 101 53 209 139 401 26 47 48 121 916 Total 91 928 79 1098 253 89 90 432 244 806 557 1607 143 227 183 553 3690 02:00 PM 27 232 21 280 61 23 30 114 61 199 134 394 29 50 53 132 920 02:15 PM 18 225 16 259 69 22 20 111 64 188 130 382 34 43 36 113 865 02:30 PM 18 277 18 313 60 16 16 92 39 234 139 412 38 41 41 120 937 Grand Total 181 1874 150 2205 491 171 177 839 450 1637 1110 3197 275 409 355 1039 7280 Apprch % 8.2 85 6.8 58.5 20.4 21.1 14.1 51.2 34.7 26.5 39.4 34.2 Total % 2.5 25.7 2.1 30.3 6.7 2.3 2.4 11.5 6.2 22.5 15.2 43.9 3.8 5.6 4.9 14.3 Milliken Avenue
Southbound
Mall Drive
Westbound
Milliken Avenue
Northbound
Inland Empire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:15 PM
01:15 PM 26 205 19 250 62 19 31 112 73 198 133 404 38 66 47 151 917 01:30 PM 23 261 18 302 68 33 23 124 60 183 157 400 34 48 45 127 953 01:45 PM 25 246 22 293 64 24 13 101 53 209 139 401 26 47 48 121 916 02:00 PM 27 232 21 280 61 23 30 114 61 199 134 394 29 50 53 132 920 Total Volume 101 944 80 1125 255 99 97 451 247 789 563 1599 127 211 193 531 3706 % App. Total 9 83.9 7.1 56.5 22 21.5 15.4 49.3 35.2 23.9 39.7 36.3 PHF .935 .904 .909 .931 .938 .750 .782 .909 .846 .944 .896 .989 .836 .799 .910 .879 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
659
File Name : 12_ONT_Milliken_Inland Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: Inland Empire Blvd/Mall Drive
Weather: Clear
Milliken Avenue
Inland Empire Boulevard
Mall Drive
Milliken Avenue
Right
80 Thru
944
Left
101
Out In Total
1013 1125 2138
Right
97 Thru
99 Left
255
Out Total In
875 451 1326
Left
247
Thru
789
Right
563
Out In Total
1392 1599 2991
Left
127
Thru
211
Right
193
Total Out In
426 531 957
Peak Hour Begins at 01:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:45 PM 01:15 PM 12:45 PM 12:45 PM
+0 mins. 25 246 22 293 62 19 31 112 42 210 150 402 31 48 42 121 +15 mins. 27 232 21 280 68 33 23 124 58 216 128 402 45 66 43 154 +30 mins. 18 225 16 259 64 24 13 101 73 198 133 404 38 66 47 151 +45 mins. 18 277 18 313 61 23 30 114 60 183 157 400 34 48 45 127 Total Volume 88 980 77 1145 255 99 97 451 233 807 568 1608 148 228 177 553 % App. Total 7.7 85.6 6.7 56.5 22 21.5 14.5 50.2 35.3 26.8 41.2 32 PHF .815 .884 .875 .915 .938 .750 .782 .909 .798 .934 .904 .995 .822 .864 .941 .898 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
660
File Name : 13_ONT_Haven_10W Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 12:45 PM 0 235 95 330 39 0 82 121 0 360 100 460 0 0 0 0 911 Total 0 235 95 330 39 0 82 121 0 360 100 460 0 0 0 0 911 01:00 PM 0 217 145 362 42 0 94 136 0 340 113 453 0 0 0 0 951 01:15 PM 0 255 112 367 35 0 95 130 0 306 116 422 0 0 0 0 919 01:30 PM 0 260 121 381 47 0 74 121 0 336 110 446 0 0 0 0 948 01:45 PM 0 188 135 323 48 0 80 128 0 371 94 465 0 0 0 0 916 Total 0 920 513 1433 172 0 343 515 0 1353 433 1786 0 0 0 0 3734 02:00 PM 0 218 116 334 45 0 86 131 0 340 83 423 0 0 0 0 888 02:15 PM 0 237 120 357 48 0 73 121 0 304 88 392 0 0 0 0 870 02:30 PM 0 215 132 347 44 0 80 124 0 321 98 419 0 0 0 0 890 Grand Total 0 1825 976 2801 348 0 664 1012 0 2678 802 3480 0 0 0 0 7293 Apprch % 0 65.2 34.8 34.4 0 65.6 0 77 23 0 0 0
Total % 0 25 13.4 38.4 4.8 0 9.1 13.9 0 36.7 11 47.7 0 0 0 0 Haven Avenue
Southbound
I-10 Westbound Ramps
Westbound
Haven 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 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 0 217 145 362 42 0 94 136 0 340 113 453 0 0 0 0 951 01:15 PM 0 255 112 367 35 0 95 130 0 306 116 422 0 0 0 0 919 01:30 PM 0 260 121 381 47 0 74 121 0 336 110 446 0 0 0 0 948 01:45 PM 0 188 135 323 48 0 80 128 0 371 94 465 0 0 0 0 916 Total Volume 0 920 513 1433 172 0 343 515 0 1353 433 1786 0 0 0 0 3734 % App. Total 0 64.2 35.8 33.4 0 66.6 0 75.8 24.2 0 0 0
PHF .000 .885 .884 .940 .896 .000 .903 .947 .000 .912 .933 .960 .000 .000 .000 .000 .982 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
661
File Name : 13_ONT_Haven_10W Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-10 Westbound Ramps
Weather: Clear
Haven Avenue
I-10 Westbound On Ramp
I-10 Westbound Ramps
Haven Avenue
Right
513
Thru
920
Left
0 Out In Total
1696 1433 3129
Right
343
Thru
0 Left
172
Out Total In
433 515 948
Left
0 Thru
1353
Right
433
Out In Total
1092 1786 2878
Left
0 Thru
0 Right
0 Total Out In
513 0 513
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 01:00 PM 01:00 PM 12:45 PM
+0 mins. 0 235 95 330 42 0 94 136 0 340 113 453 0 0 0 0 +15 mins. 0 217 145 362 35 0 95 130 0 306 116 422 0 0 0 0 +30 mins. 0 255 112 367 47 0 74 121 0 336 110 446 0 0 0 0 +45 mins. 0 260 121 381 48 0 80 128 0 371 94 465 0 0 0 0 Total Volume 0 967 473 1440 172 0 343 515 0 1353 433 1786 0 0 0 0 % App. Total 0 67.2 32.8 33.4 0 66.6 0 75.8 24.2 0 0 0
PHF .000 .930 .816 .945 .896 .000 .903 .947 .000 .912 .933 .960 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
662
File Name : 14_ONT_Milliken_10W Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Parkway
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 54 151 112 317 45 44 13 102 23 235 90 348 118 52 25 195 962 Total 54 151 112 317 45 44 13 102 23 235 90 348 118 52 25 195 962 01:00 PM 56 186 120 362 57 43 22 122 34 244 84 362 99 47 25 171 1017 01:15 PM 51 173 96 320 56 57 17 130 29 234 77 340 110 43 23 176 966 01:30 PM 59 194 172 425 58 57 17 132 40 250 80 370 119 31 31 181 1108 01:45 PM 56 183 130 369 34 67 23 124 34 238 73 345 89 58 18 165 1003 Total 222 736 518 1476 205 224 79 508 137 966 314 1417 417 179 97 693 4094 02:00 PM 55 156 123 334 50 52 20 122 30 240 75 345 115 39 16 170 971 02:15 PM 46 178 141 365 54 69 13 136 45 232 70 347 116 34 27 177 1025 02:30 PM 58 191 146 395 58 54 18 130 35 261 69 365 117 35 20 172 1062 Grand Total 435 1412 1040 2887 412 443 143 998 270 1934 618 2822 883 339 185 1407 8114 Apprch % 15.1 48.9 36 41.3 44.4 14.3 9.6 68.5 21.9 62.8 24.1 13.1 Total % 5.4 17.4 12.8 35.6 5.1 5.5 1.8 12.3 3.3 23.8 7.6 34.8 10.9 4.2 2.3 17.3 Milliken Avenue
Southbound
Ontario Mills Parkway
Westbound
Milliken Avenue
Northbound
I-10 Westbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 59 194 172 425 58 57 17 132 40 250 80 370 119 31 31 181 1108 01:45 PM 56 183 130 369 34 67 23 124 34 238 73 345 89 58 18 165 1003 02:00 PM 55 156 123 334 50 52 20 122 30 240 75 345 115 39 16 170 971 02:15 PM 46 178 141 365 54 69 13 136 45 232 70 347 116 34 27 177 1025 Total Volume 216 711 566 1493 196 245 73 514 149 960 298 1407 439 162 92 693 4107 % App. Total 14.5 47.6 37.9 38.1 47.7 14.2 10.6 68.2 21.2 63.3 23.4 13.3 PHF .915 .916 .823 .878 .845 .888 .793 .945 .828 .960 .931 .951 .922 .698 .742 .957 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
663
File Name : 14_ONT_Milliken_10W Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 WB Ramps/Ontario Mills Parkway
Weather: Clear
Milliken Avenue
I-10 Westbound Ramps
Ontario Mills Parkway
Milliken Avenue
Right
566
Thru
711
Left
216
Out In Total
1472 1493 2965
Right
73 Thru
245
Left
196
Out Total In
676 514 1190
Left
149
Thru
960
Right
298
Out In Total
999 1407 2406
Left
439
Thru
162
Right
92 Total Out In
960 693 1653
Peak Hour Begins at 01:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:30 PM 01:30 PM 12:45 PM 12:45 PM
+0 mins. 59 194 172 425 58 57 17 132 23 235 90 348 118 52 25 195 +15 mins. 56 183 130 369 34 67 23 124 34 244 84 362 99 47 25 171 +30 mins. 55 156 123 334 50 52 20 122 29 234 77 340 110 43 23 176 +45 mins. 46 178 141 365 54 69 13 136 40 250 80 370 119 31 31 181 Total Volume 216 711 566 1493 196 245 73 514 126 963 331 1420 446 173 104 723 % App. Total 14.5 47.6 37.9 38.1 47.7 14.2 8.9 67.8 23.3 61.7 23.9 14.4 PHF .915 .916 .823 .878 .845 .888 .793 .945 .788 .963 .919 .959 .937 .832 .839 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
664
File Name : 15_ONT_Haven_10E Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 0 182 58 240 0 0 0 0 0 260 55 315 189 0 83 272 827 Total 0 182 58 240 0 0 0 0 0 260 55 315 189 0 83 272 827 01:00 PM 0 220 82 302 0 0 0 0 0 252 67 319 188 0 104 292 913 01:15 PM 0 205 69 274 0 0 0 0 0 250 62 312 174 0 108 282 868 01:30 PM 0 219 70 289 0 0 0 0 0 261 56 317 178 0 85 263 869 01:45 PM 0 219 62 281 0 0 0 0 0 290 70 360 169 0 84 253 894 Total 0 863 283 1146 0 0 0 0 0 1053 255 1308 709 0 381 1090 3544 02:00 PM 0 196 67 263 0 0 0 0 0 261 63 324 151 0 73 224 811 02:15 PM 0 220 62 282 0 0 0 0 0 226 60 286 148 0 99 247 815 02:30 PM 0 205 62 267 0 0 0 0 0 256 70 326 160 0 102 262 855 Grand Total 0 1666 532 2198 0 0 0 0 0 2056 503 2559 1357 0 738 2095 6852 Apprch % 0 75.8 24.2 0 0 0 0 80.3 19.7 64.8 0 35.2
Total % 0 24.3 7.8 32.1 0 0 0 0 0 30 7.3 37.3 19.8 0 10.8 30.6 Haven Avenue
Southbound
I-10 Eastbound On Ramp
Westbound
Haven Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 0 220 82 302 0 0 0 0 0 252 67 319 188 0 104 292 913 01:15 PM 0 205 69 274 0 0 0 0 0 250 62 312 174 0 108 282 868 01:30 PM 0 219 70 289 0 0 0 0 0 261 56 317 178 0 85 263 869 01:45 PM 0 219 62 281 0 0 0 0 0 290 70 360 169 0 84 253 894 Total Volume 0 863 283 1146 0 0 0 0 0 1053 255 1308 709 0 381 1090 3544 % App. Total 0 75.3 24.7 0 0 0 0 80.5 19.5 65 0 35
PHF .000 .981 .863 .949 .000 .000 .000 .000 .000 .908 .911 .908 .943 .000 .882 .933 .970 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
665
File Name : 15_ONT_Haven_10E Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Haven Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Haven Avenue
I-10 Eastbound Ramps
I-10 Eastbound On Ramp
Haven Avenue
Right
283
Thru
863
Left
0 Out In Total
1762 1146 2908
Right
0 Thru
0 Left
0 Out Total In
255 0 255
Left
0 Thru
1053
Right
255
Out In Total
1244 1308 2552
Left
709
Thru
0 Right
381
Total Out In
283 1090 1373
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 12:45 PM 01:15 PM 12:45 PM
+0 mins. 0 220 82 302 0 0 0 0 0 250 62 312 189 0 83 272 +15 mins. 0 205 69 274 0 0 0 0 0 261 56 317 188 0 104 292 +30 mins. 0 219 70 289 0 0 0 0 0 290 70 360 174 0 108 282 +45 mins. 0 219 62 281 0 0 0 0 0 261 63 324 178 0 85 263 Total Volume 0 863 283 1146 0 0 0 0 0 1062 251 1313 729 0 380 1109 % App. Total 0 75.3 24.7 0 0 0 0 80.9 19.1 65.7 0 34.3
PHF .000 .981 .863 .949 .000 .000 .000 .000 .000 .916 .896 .912 .964 .000 .880 .949 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
666
File Name : 16_ONT_Milliken_10E Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 1
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Total Volume
Milliken Avenue
Southbound
Dead End
Westbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:45 PM 0 141 100 241 0 0 0 0 26 204 0 230 153 0 41 194 665 Total 0 141 100 241 0 0 0 0 26 204 0 230 153 0 41 194 665 01:00 PM 0 124 122 246 0 0 0 0 18 228 0 246 161 0 49 210 702 01:15 PM 0 150 124 274 0 0 0 0 37 178 0 215 180 0 33 213 702 01:30 PM 0 144 87 231 0 0 0 0 22 206 0 228 158 0 36 194 653 01:45 PM 0 175 92 267 0 0 0 0 35 201 0 236 130 0 39 169 672 Total 0 593 425 1018 0 0 0 0 112 813 0 925 629 0 157 786 2729 02:00 PM 0 130 116 246 0 0 0 0 25 190 0 215 138 0 24 162 623 02:15 PM 0 143 124 267 0 0 0 0 23 201 0 224 157 0 30 187 678 02:30 PM 0 161 122 283 0 0 0 0 25 211 0 236 164 0 33 197 716 Grand Total 0 1168 887 2055 0 0 0 0 211 1619 0 1830 1241 0 285 1526 5411 Apprch % 0 56.8 43.2 0 0 0 11.5 88.5 0 81.3 0 18.7
Total % 0 21.6 16.4 38 0 0 0 0 3.9 29.9 0 33.8 22.9 0 5.3 28.2 Milliken Avenue
Southbound
Dead End
Westbound
Milliken Avenue
Northbound
I-10 Eastbound Ramps
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 0 124 122 246 0 0 0 0 18 228 0 246 161 0 49 210 702 01:15 PM 0 150 124 274 0 0 0 0 37 178 0 215 180 0 33 213 702 01:30 PM 0 144 87 231 0 0 0 0 22 206 0 228 158 0 36 194 653 01:45 PM 0 175 92 267 0 0 0 0 35 201 0 236 130 0 39 169 672 Total Volume 0 593 425 1018 0 0 0 0 112 813 0 925 629 0 157 786 2729 % App. Total 0 58.3 41.7 0 0 0 12.1 87.9 0 80 0 20
PHF .000 .847 .857 .929 .000 .000 .000 .000 .757 .891 .000 .940 .874 .000 .801 .923 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
667
File Name : 16_ONT_Milliken_10E Sat
Site Code : 10521235
Start Date : 6/5/2021
Page No : 2
City of Ontario
N/S: Milliken Avenue
E/W: I-10 Eastbound Ramps
Weather: Clear
Milliken Avenue
I-10 Eastbound Ramps
Dead End
Milliken Avenue
Right
425
Thru
593
Left
0 Out In Total
1442 1018 2460
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
112
Thru
813
Right
0 Out In Total
750 925 1675
Left
629
Thru
0 Right
157
Total Out In
537 786 1323
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:45 PM to 02:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:45 PM 12:45 PM 01:00 PM 12:45 PM
+0 mins. 0 175 92 267 0 0 0 0 18 228 0 246 153 0 41 194 +15 mins. 0 130 116 246 0 0 0 0 37 178 0 215 161 0 49 210 +30 mins. 0 143 124 267 0 0 0 0 22 206 0 228 180 0 33 213 +45 mins. 0 161 122 283 0 0 0 0 35 201 0 236 158 0 36 194 Total Volume 0 609 454 1063 0 0 0 0 112 813 0 925 652 0 159 811 % App. Total 0 57.3 42.7 0 0 0 12.1 87.9 0 80.4 0 19.6
PHF .000 .870 .915 .939 .000 .000 .000 .000 .757 .891 .000 .940 .906 .000 .811 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
668
Appendix B
Intersection LOS Analysis Sheets
Existing Conditions
669
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.962 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 67 149 238 9
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
670
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 89 288 98 235 502 127 201 1479 464 85 1186 53 Future Volume (vph) 89 288 98 235 502 127 201 1479 464 85 1186 53 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 98 316 108 258 552 140 221 1625 510 93 1303 58 Shared Lane Traffic (%)
Lane Group Flow (vph) 98 424 0 258 552 140 221 1625 510 93 1361 0 Intersection Summary
671
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 89 288 235 502 127 201 1479 464 85 1186 Future Volume (vph) 89 288 235 502 127 201 1479 464 85 1186 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 10.4 22.5 19.7 31.8 31.8 20.0 58.3 9.5 47.8 Total Split (%) 9.5% 20.5% 17.9% 28.9% 28.9% 18.2% 53.0% 8.6% 43.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.9 15.4 13.5 23.0 23.0 12.9 53.9 105.9 5.0 46.0 Actuated g/C Ratio 0.06 0.15 0.13 0.22 0.22 0.12 0.51 1.00 0.05 0.43 v/c Ratio 0.61 0.58 0.70 0.76 0.32 0.63 0.66 0.34 0.68 0.52 Control Delay 66.5 38.8 55.3 45.9 6.8 52.7 21.4 0.6 75.8 23.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.5 38.8 55.3 45.9 6.8 52.7 21.4 0.6 75.8 23.5

LOS E D E D A D C A E C
Approach Delay 44.0 42.7 19.8 26.8
Approach LOS D D B C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 105.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 28.3 Intersection LOS: C
Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
672
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 98 424 258 552 140 221 1625 510 93 1361 v/c Ratio 0.61 0.58 0.70 0.76 0.32 0.63 0.66 0.34 0.68 0.52 Control Delay 66.5 38.8 55.3 45.9 6.8 52.7 21.4 0.6 75.8 23.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.5 38.8 55.3 45.9 6.8 52.7 21.4 0.6 75.8 23.5 Queue Length 50th (ft) 34 84 87 185 0 74 294 0 32 195
Queue Length 95th (ft) #71 120 134 246 43 115 368 0 #76 251 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 161 845 415 866 498 424 2452 1500 136 2625 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.61 0.50 0.62 0.64 0.28 0.52 0.66 0.34 0.68 0.52 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
673
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 288 98 235 502 127 201 1479 464 85 1186 53 Future Volume (veh/h) 89 288 98 235 502 127 201 1479 464 85 1186 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 98 316 108 258 552 140 221 1625 0 93 1303 58 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 144 520 168 318 686 306 282 2536 138 2860 127 Arrive On Green 0.05 0.14 0.14 0.11 0.20 0.20 0.10 0.52 0.00 0.05 0.47 0.47 Sat Flow, veh/h 2910 3616 1170 2910 3367 1502 2910 4837 1502 2910 6027 268 Grp Volume(v), veh/h 98 280 144 258 552 140 221 1625 0 93 988 373 Grp Sat Flow(s),veh/h/ln 1455 1612 1561 1455 1683 1502 1455 1612 1502 1455 1524 1724 Q Serve(g_s), s 3.4 8.4 8.9 8.9 16.0 8.4 7.6 24.7 0.0 3.2 14.9 14.9 Cycle Q Clear(g_c), s 3.4 8.4 8.9 8.9 16.0 8.4 7.6 24.7 0.0 3.2 14.9 14.9 Prop In Lane 1.00 0.75 1.00 1.00 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 144 463 224 318 686 306 282 2536 138 2169 818 V/C Ratio(X) 0.68 0.60 0.64 0.81 0.81 0.46 0.78 0.64 0.68 0.46 0.46 Avail Cap(c_a), veh/h 167 566 274 431 895 399 439 2536 142 2169 818 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 41.2 41.5 44.7 38.9 35.9 45.3 17.5 0.0 48.1 18.1 18.1 Incr Delay (d2), s/veh 8.8 1.3 3.6 8.2 4.1 1.1 4.8 1.3 0.0 11.6 0.7 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 1.4 3.4 3.6 3.5 6.9 3.1 2.9 9.0 0.0 1.4 5.2 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.8 42.5 45.1 52.8 43.1 37.0 50.1 18.8 0.0 59.7 18.8 19.9 LnGrp LOS E D D D D D D B E B B
Approach Vol, veh/h 522 950 1846 A 1454
Approach Delay, s/veh 45.9 44.8 22.5 21.7
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.4 58.3 15.7 19.3 14.5 53.2 9.6 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 5.2 26.7 10.9 10.9 9.6 16.9 5.4 18.0 Green Ext Time (p_c), s 0.0 14.7 0.3 1.5 0.4 11.0 0.0 2.9 Intersection Summary
HCM 6th Ctrl Delay 29.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 674
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.994 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1583 6034 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1583 6034 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 164 164 436
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
675
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 37 476 20 1 656 54 3 1 1 0 0 3
Future Volume (vph) 37 476 20 1 656 54 3 1 1 0 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 41 529 22 1 729 60 3 1 1 0 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 551 0 1 729 60 3 1 1 0 3 0
Intersection Summary
676
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT Ø1
Lane Configurations
Traffic Volume (vph) 37 476 1 656 54 3 1 1 0
Future Volume (vph) 37 476 1 656 54 3 1 1 0
Turn Type Prot NA Prot NA Perm Prot NA Perm NA
Protected Phases 7 4 3 8 5 2 6 1
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 22.5 9.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 26.7 15.0 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 38.1% 21% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min Min None Act Effct Green (s) 5.5 13.2 5.5 13.2 13.2 6.1 7.3 7.3 6.0 Actuated g/C Ratio 0.18 0.42 0.18 0.42 0.42 0.19 0.23 0.23 0.19 v/c Ratio 0.15 0.22 0.00 0.36 0.08 0.01 0.00 0.00 0.00
Control Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0

LOS B A B A A B B A A
Approach Delay 7.7 7.3 12.2
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 31.4
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.36
Intersection Signal Delay: 7.5 Intersection LOS: A
Intersection Capacity Utilization 33.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 677
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT
Lane Group Flow (vph) 41 551 1 729 60 3 1 1 3
v/c Ratio 0.15 0.22 0.00 0.36 0.08 0.01 0.00 0.00 0.00
Control Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 6.9 17.0 7.9 0.2 16.3 12.0 0.0 0.0
Queue Length 50th (ft) 5 10 0 18 0 0 0 0 0
Queue Length 95th (ft) 36 50 4 90 0 7 3 0 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165
Base Capacity (vph) 274 3775 274 3010 999 373 1133 1022 2296 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.15 0.15 0.00 0.24 0.06 0.01 0.00 0.00 0.00 Intersection Summary
678
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 476 20 1 656 54 3 1 1 0 0 3
Future Volume (veh/h) 37 476 20 1 656 54 3 1 1 0 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 41 529 22 1 729 60 3 1 1 0 0 3
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 75 2068 85 5 1434 445 7 485 411 5 239 213
Arrive On Green 0.05 0.34 0.34 0.00 0.30 0.30 0.00 0.27 0.27 0.00 0.00 0.14 Sat Flow, veh/h 1594 6050 249 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 41 398 153 1 729 60 3 1 1 0 0 3
Grp Sat Flow(s),veh/h/ln 1594 1524 1727 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.9 2.2 2.2 0.0 4.4 1.0 0.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.9 2.2 2.2 0.0 4.4 1.0 0.1 0.0 0.0 0.0 0.0 0.1 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 75 1563 590 5 1434 445 7 485 411 5 239 213 V/C Ratio(X) 0.55 0.25 0.26 0.22 0.51 0.13 0.46 0.00 0.00 0.00 0.00 0.01 Avail Cap(c_a), veh/h 226 2335 882 226 2471 767 308 930 788 475 1060 946 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 0.00 0.00 1.00 Uniform Delay (d), s/veh 16.4 8.4 8.4 17.6 10.3 9.1 17.5 9.3 9.3 0.0 0.0 13.0 Incr Delay (d2), s/veh 6.1 0.1 0.2 22.9 0.3 0.1 42.8 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 0.4 0.5 0.6 0.0 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.6 8.4 8.6 40.5 10.6 9.2 60.3 9.3 9.3 0.0 0.0 13.0 LnGrp LOS C A A D B A E A A A A B
Approach Vol, veh/h 592 790 5 3
Approach Delay, s/veh 9.5 10.5 39.9 13.0
Approach LOS A B D B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 0.0 14.1 4.5 16.5 4.6 9.5 6.2 14.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.0 4.2 2.1 2.1 2.9 6.4 Green Ext Time (p_c), s 0.0 0.0 0.0 3.0 0.0 0.0 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B
679
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.732 0.741
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1220 1765 1500 0 1308 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 7 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
680
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 14 472 4 15 675 19 8 3 11 33 3 16
Future Volume (vph) 14 472 4 15 675 19 8 3 11 33 3 16
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 15 508 4 16 726 20 9 3 12 35 3 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 512 0 16 746 0 9 3 12 0 38 17
Intersection Summary
681
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 14 472 15 675 8 3 11 33 3 16
Future Volume (vph) 14 472 15 675 8 3 11 33 3 16
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.9 11.9 6.2 12.0 6.7 6.7 6.7 6.7 6.7 Actuated g/C Ratio 0.20 0.40 0.21 0.41 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.03 0.21 0.05 0.38 0.03 0.01 0.03 0.13 0.04
Control Delay 14.1 6.6 13.7 7.2 12.8 12.7 0.1 13.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 6.6 13.7 7.2 12.8 12.7 0.1 13.2 0.2

LOS B A B A B B A B A
Approach Delay 6.8 7.4 6.4 9.2
Approach LOS A A A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 29.6
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.38
Intersection Signal Delay: 7.2 Intersection LOS: A
Intersection Capacity Utilization 33.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 682
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 15 512 16 746 9 3 12 38 17
v/c Ratio 0.03 0.21 0.05 0.38 0.03 0.01 0.03 0.13 0.04
Control Delay 14.1 6.6 13.7 7.2 12.8 12.7 0.1 13.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 6.6 13.7 7.2 12.8 12.7 0.1 13.2 0.2
Queue Length 50th (ft) 1 10 2 20 1 0 0 4 0
Queue Length 95th (ft) 8 39 16 71 11 6 0 28 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 571 4251 369 3537 898 1300 1133 963 1133 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.12 0.04 0.21 0.01 0.00 0.01 0.04 0.02 Intersection Summary
683
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 472 4 15 675 19 8 3 11 33 3 16 Future Volume (veh/h) 14 472 4 15 675 19 8 3 11 33 3 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 15 508 4 16 726 20 9 3 12 35 3 17
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 57 2108 17 33 1629 45 451 308 261 461 29 261 Arrive On Green 0.02 0.34 0.34 0.02 0.34 0.34 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 2910 6285 49 1594 4840 133 1315 1772 1502 1265 169 1502 Grp Volume(v), veh/h 15 369 143 16 483 263 9 3 12 38 0 17 Grp Sat Flow(s),veh/h/ln 1455 1524 1763 1594 1612 1748 1315 1772 1502 1434 0 1502 Q Serve(g_s), s 0.1 1.7 1.7 0.3 3.4 3.4 0.2 0.0 0.2 0.4 0.0 0.3 Cycle Q Clear(g_c), s 0.1 1.7 1.7 0.3 3.4 3.4 0.8 0.0 0.2 0.6 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.08 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 57 1534 591 33 1086 589 451 308 261 490 0 261 V/C Ratio(X) 0.26 0.24 0.24 0.48 0.45 0.45 0.02 0.01 0.05 0.08 0.00 0.07 Avail Cap(c_a), veh/h 557 3102 1196 360 2300 1247 1160 1264 1071 1257 0 1071 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 0.00 1.00 Uniform Delay (d), s/veh 13.9 6.9 6.9 13.9 7.4 7.4 10.4 9.8 9.9 10.0 0.0 9.9 Incr Delay (d2), s/veh 2.4 0.1 0.2 10.4 0.3 0.5 0.0 0.0 0.1 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 0.1 0.3 0.4 0.2 0.7 0.8 0.0 0.0 0.0 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.3 7.0 7.1 24.3 7.7 8.0 10.4 9.8 10.0 10.1 0.0 10.0 LnGrp LOS B A A C A A B A A B A B
Approach Vol, veh/h 527 762 24 55
Approach Delay, s/veh 7.3 8.2 10.1 10.1
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.1 14.1 9.5 5.1 14.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 2.8 2.3 3.7 2.6 2.1 5.4
Green Ext Time (p_c), s 0.0 0.0 3.0 0.2 0.0 4.3
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
684
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.994 0.865
Flt Protected
Satd. Flow (prot) 4789 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4789 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
685
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 508 20 0 668 0 3
Future Volume (vph) 508 20 0 668 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 552 22 0 726 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 574 0 0 726 0 3
Intersection Summary
686
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 508 20 0 668 0 3
Future Vol, veh/h 508 20 0 668 0 3
Conflicting Peds, #/hr 0 0 0 0 0 0
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, % 2 2 2 2 2 2
Mvmt Flow 552 22 0 726 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 287
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 605
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 605
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 11

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 605 - - -
HCM Lane V/C Ratio 0.005 - - -
HCM Control Delay (s) 11 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -
687
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.984
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5973 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5973 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 182 288 81 29
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
688
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 141 365 98 443 1132 377 191 897 140 190 785 91 Future Volume (vph) 141 365 98 443 1132 377 191 897 140 190 785 91 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 152 392 105 476 1217 405 205 965 151 204 844 98 Shared Lane Traffic (%)
Lane Group Flow (vph) 152 392 105 476 1217 405 205 965 151 204 942 0 Intersection Summary
689
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 141 365 98 443 1132 377 191 897 140 190 785 Future Volume (vph) 141 365 98 443 1132 377 191 897 140 190 785 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 19.7 19.7 19.0 32.1 32.1 9.2 20.1 43.6 9.2 20.1 Actuated g/C Ratio 0.08 0.23 0.23 0.22 0.37 0.37 0.11 0.23 0.51 0.11 0.23 v/c Ratio 0.69 0.36 0.22 0.75 0.68 0.55 0.67 0.68 0.19 0.66 0.66 Control Delay 58.1 30.2 1.4 39.3 25.0 9.4 49.6 33.1 6.0 49.4 31.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.1 30.2 1.4 39.3 25.0 9.4 49.6 33.1 6.0 49.4 31.8

LOS E C A D C A D C A D C
Approach Delay 32.0 25.2 32.6 34.9
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 86
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 30.1 Intersection LOS: C
Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
690
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 152 392 105 476 1217 405 205 965 151 204 942 v/c Ratio 0.69 0.36 0.22 0.75 0.68 0.55 0.67 0.68 0.19 0.66 0.66 Control Delay 58.1 30.2 1.4 39.3 25.0 9.4 49.6 33.1 6.0 49.4 31.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.1 30.2 1.4 39.3 25.0 9.4 49.6 33.1 6.0 49.4 31.8 Queue Length 50th (ft) 44 68 0 130 205 44 58 144 19 58 135 Queue Length 95th (ft) #90 101 4 177 255 126 #102 180 47 #102 171 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 219 1101 483 771 1933 774 321 1541 865 321 1538 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.69 0.36 0.22 0.62 0.63 0.52 0.64 0.63 0.17 0.64 0.61 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
691
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 141 365 98 443 1132 377 191 897 140 190 785 91 Future Volume (veh/h) 141 365 98 443 1132 377 191 897 140 190 785 91 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 152 392 105 476 1217 405 205 965 151 204 844 98 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 216 1187 368 577 1787 555 277 1394 641 276 1276 146 Arrive On Green 0.07 0.25 0.25 0.20 0.37 0.37 0.10 0.23 0.23 0.09 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5589 640 Grp Volume(v), veh/h 152 392 105 476 1217 405 205 965 151 204 688 254 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1657 Q Serve(g_s), s 3.9 5.1 4.4 12.1 16.4 18.0 5.3 11.2 5.0 5.3 10.6 10.8 Cycle Q Clear(g_c), s 3.9 5.1 4.4 12.1 16.4 18.0 5.3 11.2 5.0 5.3 10.6 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39
Lane Grp Cap(c), veh/h 216 1187 368 577 1787 555 277 1394 641 276 1044 378 V/C Ratio(X) 0.70 0.33 0.28 0.82 0.68 0.73 0.74 0.69 0.24 0.74 0.66 0.67 Avail Cap(c_a), veh/h 245 1187 368 858 2146 666 358 1711 719 358 1283 465 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 35.0 24.0 23.7 29.7 20.5 21.0 34.1 27.3 14.1 34.1 27.1 27.2 Incr Delay (d2), s/veh 7.6 0.2 0.4 4.2 0.7 3.3 5.9 0.9 0.2 5.8 0.9 2.7 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 1.6 1.9 1.5 4.4 5.9 6.4 2.1 4.0 1.6 2.0 3.8 4.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.6 24.1 24.1 33.9 21.2 24.3 39.9 28.2 14.3 39.9 28.0 29.9 LnGrp LOS D C C C C C D C B D C C
Approach Vol, veh/h 649 2098 1321 1146
Approach Delay, s/veh 28.4 24.7 28.5 30.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.8 22.2 19.8 23.5 11.9 22.2 10.2 33.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 7.3 13.2 14.1 7.1 7.3 12.8 5.9 20.0 Green Ext Time (p_c), s 0.1 4.5 1.2 2.2 0.1 4.1 0.0 8.6 Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
692
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.901 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2894 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2894 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 217 217
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
693
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 275 320 57 106 1243 126 69 68 75 141 214 832 Future Volume (vph) 275 320 57 106 1243 126 69 68 75 141 214 832 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 316 368 66 122 1429 145 79 78 86 162 246 956 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 316 368 66 122 1429 145 79 78 86 162 724 478 Intersection Summary
694
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 275 320 57 106 1243 126 69 68 75 141 214 832 Future Volume (vph) 275 320 57 106 1243 126 69 68 75 141 214 832 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.7 43.4 43.4 9.9 41.6 41.6 5.1 20.8 20.8 16.6 32.4 32.4 Actuated g/C Ratio 0.11 0.40 0.40 0.09 0.38 0.38 0.05 0.19 0.19 0.15 0.30 0.30 v/c Ratio 1.02 0.19 0.10 0.47 0.78 0.22 1.08 0.12 0.22 0.67 0.72 0.86 Control Delay 106.2 23.1 0.3 55.7 33.9 5.8 181.1 39.7 2.8 59.2 27.8 35.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 106.2 23.1 0.3 55.7 33.9 5.8 181.1 39.7 2.8 59.2 27.8 35.6

LOS F C A E C A F D A E C D
Approach Delay 56.1 33.0 72.6 34.2
Approach LOS E C E C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 109.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 40.1 Intersection LOS: D
Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
695
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 316 368 66 122 1429 145 79 78 86 162 724 478 v/c Ratio 1.02 0.19 0.10 0.47 0.78 0.22 1.08 0.12 0.22 0.67 0.72 0.86 Control Delay 106.2 23.1 0.3 55.7 33.9 5.8 181.1 39.7 2.8 59.2 27.8 35.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 106.2 23.1 0.3 55.7 33.9 5.8 181.1 39.7 2.8 59.2 27.8 35.6 Queue Length 50th (ft) ~142 65 0 46 342 4 ~72 25 0 118 184 212 Queue Length 95th (ft) #228 92 0 75 394 42 #169 48 8 178 241 349 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 310 2027 709 337 2048 716 73 684 414 377 1217 645 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.02 0.18 0.09 0.36 0.70 0.20 1.08 0.11 0.21 0.43 0.59 0.74 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
696
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 275 320 57 106 1243 126 69 68 75 141 214 832 Future Volume (veh/h) 275 320 57 106 1243 126 69 68 75 141 214 832 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 316 368 66 122 1429 145 79 78 86 162 246 956 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 293 1936 601 171 1734 538 70 890 397 190 602 1020 Arrive On Green 0.10 0.40 0.40 0.06 0.36 0.36 0.04 0.26 0.26 0.12 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 316 368 66 122 1429 145 79 78 86 162 246 956 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 11.5 5.6 3.2 4.7 30.8 7.8 5.0 2.0 5.1 11.4 12.2 35.2 Cycle Q Clear(g_c), s 11.5 5.6 3.2 4.7 30.8 7.8 5.0 2.0 5.1 11.4 12.2 35.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 1936 601 171 1734 538 70 890 397 190 602 1020 V/C Ratio(X) 1.08 0.19 0.11 0.71 0.82 0.27 1.13 0.09 0.22 0.85 0.41 0.94 Avail Cap(c_a), veh/h 293 1936 601 318 1925 598 70 890 397 355 620 1051 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 51.4 22.3 21.5 52.9 33.4 26.0 54.7 31.7 32.8 49.4 28.9 36.6 Incr Delay (d2), s/veh 75.4 0.0 0.1 5.4 2.8 0.3 148.7 0.0 0.3 10.2 0.4 14.8 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 7.2 2.2 1.1 1.8 12.3 2.8 4.9 0.8 1.9 5.1 5.2 14.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 126.8 22.3 21.6 58.3 36.2 26.3 203.3 31.7 33.1 59.6 29.4 51.3 LnGrp LOS F C C E D C F C C E C D
Approach Vol, veh/h 750 1696 243 1364
Approach Delay, s/veh 66.3 36.9 88.0 48.4
Approach LOS E D F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.1 34.7 11.2 50.3 9.5 43.3 16.0 45.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 13.4 7.1 6.7 7.6 7.0 37.2 13.5 32.8 Green Ext Time (p_c), s 0.3 0.5 0.2 2.9 0.0 1.6 0.0 8.2 Intersection Summary
HCM 6th Ctrl Delay 49.3
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 697
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.982 0.891 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.966
Satd. Flow (prot) 2891 4818 1500 1583 4731 0 1583 2987 0 1504 1619 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.966
Satd. Flow (perm) 2891 4818 1500 1583 4731 0 1583 2987 0 1504 1619 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 24 58 521
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
698
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 175 314 74 43 450 60 106 21 55 356 63 924 Future Volume (vph) 175 314 74 43 450 60 106 21 55 356 63 924 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 184 331 78 45 474 63 112 22 58 375 66 973 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 184 331 78 45 537 0 112 80 0 217 224 973 Intersection Summary
699
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 175 314 74 43 450 106 21 356 63 924 Future Volume (vph) 175 314 74 43 450 106 21 356 63 924 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 22.0 30.5 30.5 14.0 22.5 22.7 22.7 22.8 22.8 22.0 Total Split (%) 24.4% 33.9% 33.9% 15.6% 25.0% 25.2% 25.2% 25.3% 25.3% 24.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 12.1 22.5 22.5 7.5 13.6 10.6 10.6 14.7 14.7 31.6 Actuated g/C Ratio 0.18 0.33 0.33 0.11 0.20 0.15 0.15 0.21 0.21 0.46 v/c Ratio 0.36 0.21 0.14 0.26 0.56 0.46 0.16 0.67 0.65 0.65 Control Delay 29.3 20.1 1.8 36.6 27.4 36.0 13.4 39.0 36.7 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.3 20.1 1.8 36.6 27.4 36.0 13.4 39.0 36.7 8.9

LOS C C A D C D B D D A
Approach Delay 20.5 28.2 26.6 17.9
Approach LOS C C C B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.8
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 21.2 Intersection LOS: C
Intersection Capacity Utilization 62.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
700
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 184 331 78 45 537 112 80 217 224 973 v/c Ratio 0.36 0.21 0.14 0.26 0.56 0.46 0.16 0.67 0.65 0.65 Control Delay 29.3 20.1 1.8 36.6 27.4 36.0 13.4 39.0 36.7 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.3 20.1 1.8 36.6 27.4 36.0 13.4 39.0 36.7 8.9 Queue Length 50th (ft) 36 41 0 18 71 44 4 87 89 68
Queue Length 95th (ft) 75 74 11 56 127 105 24 #218 #208 169 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 767 1899 668 228 1380 436 866 417 449 1681 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.24 0.17 0.12 0.20 0.39 0.26 0.09 0.52 0.50 0.58 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
701
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 314 74 43 450 60 106 21 55 356 63 924 Future Volume (veh/h) 175 314 74 43 450 60 106 21 55 356 63 924 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 184 331 78 45 474 63 112 22 58 422 0 973 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 283 1126 350 70 779 102 176 186 166 984 0 1219 Arrive On Green 0.10 0.23 0.23 0.04 0.18 0.18 0.11 0.11 0.11 0.31 0.00 0.31 Sat Flow, veh/h 2910 4837 1502 1594 4329 566 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 184 331 78 45 351 186 112 22 58 422 0 973 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1670 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 3.6 3.3 2.5 1.6 5.9 6.1 4.0 0.7 2.1 6.2 0.0 16.9 Cycle Q Clear(g_c), s 3.6 3.3 2.5 1.6 5.9 6.1 4.0 0.7 2.1 6.2 0.0 16.9 Prop In Lane 1.00 1.00 1.00 0.34 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 283 1126 350 70 580 300 176 186 166 984 0 1219 V/C Ratio(X) 0.65 0.29 0.22 0.64 0.61 0.62 0.64 0.12 0.35 0.43 0.00 0.80 Avail Cap(c_a), veh/h 859 2123 659 256 1034 536 490 517 461 984 0 1219 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 0.00 1.00 Uniform Delay (d), s/veh 25.8 18.7 18.4 27.9 22.4 22.4 25.2 23.8 24.4 16.3 0.0 15.5 Incr Delay (d2), s/veh 2.5 0.1 0.3 9.3 1.0 2.1 3.8 0.3 1.3 0.3 0.0 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 1.3 1.2 0.8 0.8 2.2 2.4 1.6 0.3 0.8 2.1 0.0 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 18.9 18.7 37.1 23.4 24.5 29.0 24.0 25.6 16.6 0.0 19.3 LnGrp LOS C B B D C C C C C B A B
Approach Vol, veh/h 593 582 192 1395
Approach Delay, s/veh 21.8 24.8 27.4 18.5
Approach LOS C C C B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.0 7.1 18.3 22.8 10.3 15.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 17.5 * 19 Max Q Clear Time (g_c+I1), s 6.0 3.6 5.3 18.9 5.6 8.1
Green Ext Time (p_c), s 0.6 0.0 2.4 0.0 0.4 2.6
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
702
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 87 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
703
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 20 43 78 157 57 17 68 1737 131 93 1322 42 Future Volume (vph) 20 43 78 157 57 17 68 1737 131 93 1322 42 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 22 48 87 174 63 19 76 1930 146 103 1469 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 22 135 0 174 63 19 76 1930 146 103 1469 47 Intersection Summary
704
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 20 43 157 57 17 68 1737 131 93 1322 42 Future Volume (vph) 20 43 157 57 17 68 1737 131 93 1322 42 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 6.9 6.7 14.7 75.0 7.0 39.8 75.0 5.9 38.7 75.0 Actuated g/C Ratio 0.07 0.09 0.09 0.20 1.00 0.09 0.53 1.00 0.08 0.52 1.00 v/c Ratio 0.11 0.38 0.50 0.10 0.01 0.28 0.60 0.10 0.45 0.47 0.03 Control Delay 37.0 17.8 39.8 29.7 0.0 36.6 13.5 0.1 42.4 12.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.0 17.8 39.8 29.7 0.0 36.6 13.5 0.1 42.4 12.8 0.0

LOS D B D C A D B A D B A
Approach Delay 20.5 34.3 13.4 14.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.60
Intersection Signal Delay: 15.3 Intersection LOS: B
Intersection Capacity Utilization 54.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
705
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 22 135 174 63 19 76 1930 146 103 1469 47 v/c Ratio 0.11 0.38 0.50 0.10 0.01 0.28 0.60 0.10 0.45 0.47 0.03 Control Delay 37.0 17.8 39.8 29.7 0.0 36.6 13.5 0.1 42.4 12.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.0 17.8 39.8 29.7 0.0 36.6 13.5 0.1 42.4 12.8 0.0 Queue Length 50th (ft) 5 11 29 12 0 18 177 0 25 127 0
Queue Length 95th (ft) 17 37 52 33 0 39 229 0 51 169 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 195 803 352 889 1500 301 3419 1500 227 3267 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.17 0.49 0.07 0.01 0.25 0.56 0.10 0.45 0.45 0.03 Intersection Summary
706
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 43 78 157 57 17 68 1737 131 93 1322 42 Future Volume (veh/h) 20 43 78 157 57 17 68 1737 131 93 1322 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 22 48 87 174 63 0 76 1930 0 103 1469 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 73 154 138 284 465 164 3078 185 3121
Arrive On Green 0.03 0.09 0.09 0.07 0.14 0.00 0.06 0.50 0.00 0.06 0.51 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 22 48 87 174 63 0 76 1930 0 103 1469 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.5 1.8 3.7 2.9 1.1 0.0 1.7 15.4 0.0 2.3 10.4 0.0 Cycle Q Clear(g_c), s 0.5 1.8 3.7 2.9 1.1 0.0 1.7 15.4 0.0 2.3 10.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 73 154 138 284 465 164 3078 185 3121 V/C Ratio(X) 0.30 0.31 0.63 0.61 0.14 0.46 0.63 0.56 0.47 Avail Cap(c_a), veh/h 217 451 403 390 983 334 3778 251 3606 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.1 28.5 29.4 30.3 25.4 0.0 30.7 12.0 0.0 30.5 10.5 0.0 Incr Delay (d2), s/veh 2.3 1.1 4.7 2.1 0.1 0.0 2.0 0.2 0.0 2.6 0.1 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 0.2 0.7 1.5 0.9 0.4 0.0 0.6 4.5 0.0 0.8 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 29.6 34.1 32.4 25.5 0.0 32.7 12.3 0.0 33.1 10.6 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 157 237 A 2006 A 1572 A
Approach Delay, s/veh 32.8 30.6 13.0 12.1
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 38.4 9.3 10.7 8.3 38.9 6.2 13.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 4.3 17.4 4.9 5.7 3.7 12.4 2.5 3.1 Green Ext Time (p_c), s 0.0 16.5 0.1 0.5 0.1 13.0 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 14.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 707
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.973 0.994 0.989
Flt Protected 0.971 0.950 0.950
Satd. Flow (prot) 1676 1425 0 0 1667 0 1676 4789 0 1676 4765 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1676 1425 0 0 1717 0 1676 4789 0 1676 4765 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 576 1 7 16
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
708
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 0 3 3 1 1 37 476 20 1 656 54
Future Volume (vph) 0 0 3 3 1 1 37 476 20 1 656 54
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 3 3 1 1 41 529 22 1 729 60
Shared Lane Traffic (%) 0%
Lane Group Flow (vph) 0 3 0 0 5 0 41 551 0 1 789 0
Intersection Summary
709
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 0 3 1 37 476 1 656
Future Volume (vph) 0 3 1 37 476 1 656
Turn Type NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 28.1% 28.1% 28.1% 12.0% 31.9% 11.9% 31.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min None Min
Act Effct Green (s) 6.0 6.1 5.5 32.6 5.4 30.1
Actuated g/C Ratio 0.16 0.16 0.15 0.88 0.15 0.81
v/c Ratio 0.00 0.02 0.16 0.13 0.00 0.20
Control Delay 0.0 18.5 20.9 3.7 21.0 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 18.5 20.9 3.7 21.0 4.5

LOS A B C A C A
Approach Delay 18.5 4.9 4.5
Approach LOS B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 37.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.20
Intersection Signal Delay: 4.7 Intersection LOS: A
Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 710
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 3 5 41 551 1 789
v/c Ratio 0.00 0.02 0.16 0.13 0.00 0.20
Control Delay 0.0 18.5 20.9 3.7 21.0 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 0.0 18.5 20.9 3.7 21.0 4.5
Queue Length 50th (ft) 0 1 6 0 0 0
Queue Length 95th (ft) 0 10 39 66 4 95
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 115 120
Base Capacity (vph) 1022 903 249 4213 244 3867
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.01 0.16 0.13 0.00 0.20
Intersection Summary
711
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 3 3 1 1 37 476 20 1 656 54
Future Volume (veh/h) 0 0 3 3 1 1 37 476 20 1 656 54
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 0 0 3 3 1 1 41 529 22 1 729 60
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 7 0 6 7 2 2 81 1864 77 6 1570 128
Arrive On Green 0.00 0.00 0.00 0.01 0.01 0.01 0.05 0.39 0.39 0.00 0.34 0.34 Sat Flow, veh/h 1688 0 1502 997 332 332 1688 4764 197 1688 4557 373 Grp Volume(v), veh/h 0 0 3 5 0 0 41 357 194 1 515 274
Grp Sat Flow(s),veh/h/ln 1688 0 1502 1662 0 0 1688 1612 1736 1688 1612 1705 Q Serve(g_s), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.3 2.3 0.0 3.8 3.8 Cycle Q Clear(g_c), s 0.0 0.0 0.1 0.1 0.0 0.0 0.7 2.3 2.3 0.0 3.8 3.8 Prop In Lane 1.00 1.00 0.60 0.20 1.00 0.11 1.00 0.22
Lane Grp Cap(c), veh/h 7 0 6 11 0 0 81 1262 679 6 1111 587 V/C Ratio(X) 0.00 0.00 0.49 0.44 0.00 0.00 0.50 0.28 0.29 0.18 0.46 0.47 Avail Cap(c_a), veh/h 1007 0 896 991 0 0 285 2244 1208 280 2233 1181 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) 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 15.0 14.9 0.0 0.0 14.0 6.3 6.3 15.0 7.7 7.7 Incr Delay (d2), s/veh 0.0 0.0 49.0 24.8 0.0 0.0 4.8 0.1 0.2 14.6 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.1 0.0 0.0 0.3 0.5 0.5 0.0 0.8 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 64.0 39.8 0.0 0.0 18.8 6.4 6.5 29.6 8.0 8.3 LnGrp LOS A A E D A A B A A C A A
Approach Vol, veh/h 3 5 592 790
Approach Delay, s/veh 64.0 39.8 7.3 8.1
Approach LOS E D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 16.3 4.6 6.0 14.9 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.3 2.1 2.7 5.8 2.1
Green Ext Time (p_c), s 0.0 3.2 0.0 0.0 4.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 712
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 263
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
713
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 67 23 49 47 75 38 149 902 57 51 864 226 Future Volume (vph) 67 23 49 47 75 38 149 902 57 51 864 226 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 78 27 57 55 87 44 173 1049 66 59 1005 263 Shared Lane Traffic (%)
Lane Group Flow (vph) 78 27 57 55 87 44 173 1049 66 59 1005 263 Intersection Summary
714
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 67 23 49 47 75 38 149 902 57 51 864 226 Future Volume (vph) 67 23 49 47 75 38 149 902 57 51 864 226 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.9 9.1 50.0 5.4 7.2 50.0 8.2 28.1 50.0 5.4 23.5 50.0 Actuated g/C Ratio 0.12 0.18 1.00 0.11 0.14 1.00 0.16 0.56 1.00 0.11 0.47 1.00 v/c Ratio 0.23 0.04 0.04 0.18 0.18 0.03 0.36 0.31 0.04 0.19 0.35 0.18 Control Delay 26.3 21.2 0.0 26.5 23.5 0.0 24.6 10.4 0.1 26.6 13.6 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.3 21.2 0.0 26.5 23.5 0.0 24.6 10.4 0.1 26.6 13.6 0.3

LOS C C A C C A C B A C B A
Approach Delay 16.2 18.8 11.8 11.6
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 50
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.36
Intersection Signal Delay: 12.4 Intersection LOS: B
Intersection Capacity Utilization 38.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 715
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 78 27 57 55 87 44 173 1049 66 59 1005 263 v/c Ratio 0.23 0.04 0.04 0.18 0.18 0.03 0.36 0.31 0.04 0.19 0.35 0.18 Control Delay 26.3 21.2 0.0 26.5 23.5 0.0 24.6 10.4 0.1 26.6 13.6 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.3 21.2 0.0 26.5 23.5 0.0 24.6 10.4 0.1 26.6 13.6 0.3 Queue Length 50th (ft) 13 3 0 9 14 0 28 75 0 10 79 0
Queue Length 95th (ft) 30 13 0 23 31 0 53 99 0 25 104 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 343 1340 1500 312 1304 1500 530 3442 1500 312 3012 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.23 0.02 0.04 0.18 0.07 0.03 0.33 0.30 0.04 0.19 0.33 0.18 Intersection Summary
716
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 23 49 47 75 38 149 902 57 51 864 226 Future Volume (veh/h) 67 23 49 47 75 38 149 902 57 51 864 226 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 78 27 0 55 87 0 173 1049 0 59 1005 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 205 387 163 339 295 2151 171 1891
Arrive On Green 0.07 0.12 0.00 0.06 0.10 0.00 0.10 0.35 0.00 0.06 0.31 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 78 27 0 55 87 0 173 1049 0 59 1005 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.1 0.3 0.0 0.8 1.0 0.0 2.4 5.8 0.0 0.8 5.9 0.0 Cycle Q Clear(g_c), s 1.1 0.3 0.0 0.8 1.0 0.0 2.4 5.8 0.0 0.8 5.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 205 387 163 339 295 2151 171 1891 V/C Ratio(X) 0.38 0.07 0.34 0.26 0.59 0.49 0.35 0.53
Avail Cap(c_a), veh/h 371 1444 337 1405 574 3322 337 2827 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.1 17.0 0.0 19.6 17.9 0.0 18.5 10.9 0.0 19.5 12.3 0.0 Incr Delay (d2), s/veh 1.2 0.1 0.0 1.2 0.4 0.0 1.9 0.2 0.0 1.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.1 0.0 0.3 0.4 0.0 0.8 1.6 0.0 0.3 1.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 17.1 0.0 20.8 18.3 0.0 20.4 11.1 0.0 20.7 12.5 0.0 LnGrp LOS C B C B C B C B
Approach Vol, veh/h 105 A 142 A 1222 A 1064 A
Approach Delay, s/veh 19.5 19.3 12.4 13.0
Approach LOS B B B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.0 19.7 6.9 9.5 8.9 17.9 7.5 8.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 2.8 7.8 2.8 2.3 4.4 7.9 3.1 3.0 Green Ext Time (p_c), s 0.0 6.7 0.0 0.1 0.2 5.5 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 717
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 437 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
718
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 51 94 230 113 99 20 442 1999 622 50 1301 72 Future Volume (vph) 51 94 230 113 99 20 442 1999 622 50 1301 72 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 101 247 122 106 22 475 2149 669 54 1399 77 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 101 247 122 106 22 475 2149 669 54 1399 77 Intersection Summary
719
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 51 94 230 113 99 20 442 1999 622 50 1301 72 Future Volume (vph) 51 94 230 113 99 20 442 1999 622 50 1301 72 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 24.0 9.5 22.5 24.0 48.5 9.5 34.0 Total Split (%) 10.6% 25.0% 26.7% 10.6% 25.0% 26.7% 53.9% 10.6% 37.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.4 8.1 26.6 5.4 10.0 71.0 17.3 46.6 71.0 5.4 27.8 71.0 Actuated g/C Ratio 0.08 0.11 0.37 0.08 0.14 1.00 0.24 0.66 1.00 0.08 0.39 1.00 v/c Ratio 0.25 0.26 0.41 0.41 0.23 0.01 0.67 0.54 0.45 0.25 0.59 0.05 Control Delay 39.1 34.7 14.0 40.7 33.1 0.0 32.0 10.9 1.0 39.0 20.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.1 34.7 14.0 40.7 33.1 0.0 32.0 10.9 1.0 39.0 20.1 0.1

LOS D C B D C A C B A D C A
Approach Delay 22.6 33.9 11.9 19.8
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 15.9 Intersection LOS: B
Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 720
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 55 101 247 122 106 22 475 2149 669 54 1399 77 v/c Ratio 0.25 0.26 0.41 0.41 0.23 0.01 0.67 0.54 0.45 0.25 0.59 0.05 Control Delay 39.1 34.7 14.0 40.7 33.1 0.0 32.0 10.9 1.0 39.0 20.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.1 34.7 14.0 40.7 33.1 0.0 32.0 10.9 1.0 39.0 20.1 0.1 Queue Length 50th (ft) 13 25 58 21 26 0 111 200 0 13 161 0 Queue Length 95th (ft) 32 48 114 40 50 0 166 254 0 31 207 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 220 918 682 300 918 1500 858 3986 1500 220 2733 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.11 0.36 0.41 0.12 0.01 0.55 0.54 0.45 0.25 0.51 0.05 Intersection Summary
721
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 94 230 113 99 20 442 1999 622 50 1301 72 Future Volume (veh/h) 51 94 230 113 99 20 442 1999 622 50 1301 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 101 247 122 106 0 475 2149 0 54 1399 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 130 546 535 236 596 565 3071 129 2157
Arrive On Green 0.04 0.16 0.16 0.06 0.18 0.00 0.19 0.50 0.00 0.04 0.35 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 55 101 247 122 106 0 475 2149 0 54 1399 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.4 2.0 9.9 2.3 2.1 0.0 12.3 21.1 0.0 1.4 15.0 0.0 Cycle Q Clear(g_c), s 1.4 2.0 9.9 2.3 2.1 0.0 12.3 21.1 0.0 1.4 15.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 130 546 535 236 596 565 3071 129 2157 V/C Ratio(X) 0.42 0.18 0.46 0.52 0.18 0.84 0.70 0.42 0.65 Avail Cap(c_a), veh/h 186 776 637 254 776 726 3433 186 2302 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 36.3 28.3 19.4 35.7 27.3 0.0 30.3 14.9 0.0 36.4 21.2 0.0 Incr Delay (d2), s/veh 2.2 0.2 0.6 1.8 0.1 0.0 7.0 0.6 0.0 2.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.8 3.4 0.8 0.8 0.0 4.7 6.7 0.0 0.5 5.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.5 28.4 20.0 37.4 27.5 0.0 37.4 15.4 0.0 38.5 21.8 0.0 LnGrp LOS D C B D C D B D C
Approach Vol, veh/h 403 228 A 2624 A 1453 A
Approach Delay, s/veh 24.6 32.8 19.4 22.4
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.0 43.9 9.1 17.2 19.7 32.1 8.0 18.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.4 23.1 4.3 11.9 14.3 17.0 3.4 4.1 Green Ext Time (p_c), s 0.0 16.2 0.0 0.8 0.9 7.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 722
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
723
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 61 32 50 95 75 19 390 1009 106 31 792 125 Future Volume (vph) 61 32 50 95 75 19 390 1009 106 31 792 125 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 71 37 58 110 87 22 453 1173 123 36 921 145 Shared Lane Traffic (%)
Lane Group Flow (vph) 71 37 58 110 87 22 453 1173 123 36 921 145 Intersection Summary
724
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 61 32 50 95 75 19 390 1009 106 31 792 125 Future Volume (vph) 61 32 50 95 75 19 390 1009 106 31 792 125 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.8 7.0 60.1 11.0 7.9 60.1 15.7 37.7 60.1 6.9 18.6 60.1 Actuated g/C Ratio 0.10 0.12 1.00 0.18 0.13 1.00 0.26 0.63 1.00 0.11 0.31 1.00 v/c Ratio 0.25 0.09 0.04 0.21 0.20 0.01 0.60 0.31 0.08 0.11 0.49 0.10 Control Delay 34.1 30.5 0.0 28.9 29.9 0.0 25.6 8.9 0.1 31.2 19.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.1 30.5 0.0 28.9 29.9 0.0 25.6 8.9 0.1 31.2 19.7 0.1

LOS C C A C C A C A A C B A
Approach Delay 21.4 26.4 12.6 17.5
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 60.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.60
Intersection Signal Delay: 15.7 Intersection LOS: B
Intersection Capacity Utilization 46.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 725
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 37 58 110 87 22 453 1173 123 36 921 145 v/c Ratio 0.25 0.09 0.04 0.21 0.20 0.01 0.60 0.31 0.08 0.11 0.49 0.10 Control Delay 34.1 30.5 0.0 28.9 29.9 0.0 25.6 8.9 0.1 31.2 19.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.1 30.5 0.0 28.9 29.9 0.0 25.6 8.9 0.1 31.2 19.7 0.1 Queue Length 50th (ft) 13 7 0 17 16 0 82 58 0 6 87 0
Queue Length 95th (ft) 35 21 0 48 39 0 134 114 0 21 127 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 280 1149 1500 544 1238 1500 1293 4147 1500 374 2774 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.03 0.04 0.20 0.07 0.01 0.35 0.28 0.08 0.10 0.33 0.10 Intersection Summary
726
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 32 50 95 75 19 390 1009 106 31 792 125 Future Volume (veh/h) 61 32 50 95 75 19 390 1009 106 31 792 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 71 37 0 110 87 0 453 1173 0 36 921 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 179 304 222 353 614 2739 113 1691
Arrive On Green 0.06 0.09 0.00 0.08 0.10 0.00 0.21 0.45 0.00 0.04 0.28 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 71 37 0 110 87 0 453 1173 0 36 921 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.2 0.5 0.0 1.9 1.2 0.0 7.6 6.8 0.0 0.6 6.7 0.0 Cycle Q Clear(g_c), s 1.2 0.5 0.0 1.9 1.2 0.0 7.6 6.8 0.0 0.6 6.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 179 304 222 353 614 2739 113 1691 V/C Ratio(X) 0.40 0.12 0.49 0.25 0.74 0.43 0.32 0.54
Avail Cap(c_a), veh/h 285 1162 363 1252 1311 4756 379 2805 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.5 21.8 0.0 23.1 21.4 0.0 19.2 9.8 0.0 24.4 16.0 0.0 Incr Delay (d2), s/veh 1.4 0.2 0.0 1.7 0.4 0.0 1.8 0.1 0.0 1.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.2 0.0 0.7 0.5 0.0 2.4 1.9 0.0 0.2 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.0 22.0 0.0 24.8 21.8 0.0 21.0 9.9 0.0 26.0 16.3 0.0 LnGrp LOS C C C C C A C B
Approach Vol, veh/h 108 A 197 A 1626 A 957 A
Approach Delay, s/veh 23.9 23.5 13.0 16.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.5 27.9 8.5 9.2 15.5 19.0 7.7 10.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 2.6 8.8 3.9 2.5 9.6 8.7 3.2 3.2 Green Ext Time (p_c), s 0.0 10.4 0.1 0.1 1.4 5.8 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 15.3
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 727
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.943 0.850
Flt Protected 0.970
Satd. Flow (prot) 2958 1365 6071 0 0 6071
Flt Permitted 0.970
Satd. Flow (perm) 2958 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
728
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 477 653 2503 0 0 1478
Future Volume (vph) 477 653 2503 0 0 1478
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 524 718 2751 0 0 1624
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 847 395 2751 0 0 1624
Intersection Summary
729
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 477 653 2503 1478
Future Volume (vph) 477 653 2503 1478
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 37.0 37.0 72.5 72.5
Actuated g/C Ratio 0.31 0.31 0.61 0.61
v/c Ratio 0.92 0.93 0.74 0.44
Control Delay 54.8 68.3 18.1 12.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 54.8 68.3 18.1 12.8

LOS D E B B
Approach Delay 59.1 18.1 12.8
Approach LOS E B B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 25.6 Intersection LOS: C
Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
730
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 847 395 2751 1624
v/c Ratio 0.92 0.93 0.74 0.44
Control Delay 54.8 68.3 18.1 12.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 54.8 68.3 18.1 12.8
Queue Length 50th (ft) 320 318 421 185
Queue Length 95th (ft) #434 #527 465 212
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 962 445 3715 3715
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.88 0.89 0.74 0.44
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
731
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 477 653 2503 0 0 1478
Future Volume (veh/h) 477 653 2503 0 0 1478
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 414 836 2751 0 0 1624
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 496 934 3708 0 0 3708
Arrive On Green 0.31 0.31 0.61 0.00 0.00 0.61
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 414 836 2751 0 0 1624
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 27.0 29.7 36.0 0.0 0.0 15.9
Cycle Q Clear(g_c), s 27.0 29.7 36.0 0.0 0.0 15.9
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 496 934 3708 0 0 3708
V/C Ratio(X) 0.83 0.89 0.74 0.00 0.00 0.44
Avail Cap(c_a), veh/h 549 1035 3957 0 0 3957
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 35.8 36.7 15.6 0.0 0.0 11.7
Incr Delay (d2), s/veh 9.9 9.5 0.7 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.7 11.9 11.8 0.0 0.0 5.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 46.2 16.3 0.0 0.0 11.8
LnGrp LOS D D B A A B
Approach Vol, veh/h 1250 2751 1624
Approach Delay, s/veh 46.1 16.3 11.8
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 72.4 72.4 39.2
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 38.0 17.9 31.7
Green Ext Time (p_c), s 29.9 19.7 3.1
Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 732
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 256 182 325 249
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
733
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 564 86 228 156 178 33 148 859 289 80 525 243 Future Volume (vph) 564 86 228 156 178 33 148 859 289 80 525 243 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 634 97 256 175 200 37 166 965 325 90 590 273 Shared Lane Traffic (%)
Lane Group Flow (vph) 634 97 256 175 200 37 166 965 325 90 590 273 Intersection Summary
734
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 564 86 228 156 178 33 148 859 289 80 525 243 Future Volume (vph) 564 86 228 156 178 33 148 859 289 80 525 243 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 32.0 31.9 31.9 22.6 22.5 22.5 12.0 26.0 22.6 9.5 23.5 32.0 Total Split (%) 35.6% 35.4% 35.4% 25.1% 25.0% 25.0% 13.3% 28.9% 25.1% 10.6% 26.1% 35.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 21.6 21.4 21.4 10.1 10.0 10.0 7.5 20.9 35.7 5.1 15.9 42.1 Actuated g/C Ratio 0.29 0.29 0.29 0.14 0.14 0.14 0.10 0.28 0.49 0.07 0.22 0.57 v/c Ratio 0.75 0.19 0.41 0.44 0.44 0.10 0.56 0.56 0.36 0.45 0.45 0.28 Control Delay 30.1 21.8 5.4 34.5 34.3 0.6 42.8 25.6 2.9 44.1 26.8 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 21.8 5.4 34.5 34.3 0.6 42.8 25.6 2.9 44.1 26.8 2.2

LOS C C A C C A D C A D C A
Approach Delay 22.9 31.4 22.5 21.4
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 73.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 23.3 Intersection LOS: C
Intersection Capacity Utilization 56.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 735
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 634 97 256 175 200 37 166 965 325 90 590 273 v/c Ratio 0.75 0.19 0.41 0.44 0.44 0.10 0.56 0.56 0.36 0.45 0.45 0.28 Control Delay 30.1 21.8 5.4 34.5 34.3 0.6 42.8 25.6 2.9 44.1 26.8 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 21.8 5.4 34.5 34.3 0.6 42.8 25.6 2.9 44.1 26.8 2.2 Queue Length 50th (ft) 139 34 0 40 46 0 39 114 0 21 68 4 Queue Length 95th (ft) 206 74 50 72 83 0 #83 165 40 #47 105 33 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1110 675 732 730 843 513 302 1823 1030 202 1611 1079 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.57 0.14 0.35 0.24 0.24 0.07 0.55 0.53 0.32 0.45 0.37 0.25 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
736
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 564 86 228 156 178 33 148 859 289 80 525 243 Future Volume (veh/h) 564 86 228 156 178 33 148 859 289 80 525 243 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 634 97 256 175 200 37 166 965 325 90 590 273 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 779 496 420 268 350 156 244 1715 561 183 1587 793 Arrive On Green 0.27 0.28 0.28 0.09 0.10 0.10 0.08 0.28 0.28 0.06 0.26 0.26 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 634 97 256 175 200 37 166 965 325 90 590 273 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 12.9 2.6 9.4 3.7 3.6 1.4 3.5 8.6 11.0 1.9 5.0 6.6 Cycle Q Clear(g_c), s 12.9 2.6 9.4 3.7 3.6 1.4 3.5 8.6 11.0 1.9 5.0 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 779 496 420 268 350 156 244 1715 561 183 1587 793 V/C Ratio(X) 0.81 0.20 0.61 0.65 0.57 0.24 0.68 0.56 0.58 0.49 0.37 0.34 Avail Cap(c_a), veh/h 1263 766 649 831 957 427 345 2069 648 230 1828 852 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 21.7 17.4 19.8 27.8 27.0 26.1 28.2 19.4 15.9 28.7 19.2 8.6 Incr Delay (d2), s/veh 2.2 0.2 1.4 2.7 1.5 0.8 3.3 0.3 1.0 2.1 0.1 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 4.3 1.0 3.2 1.3 1.4 0.5 1.3 2.8 3.5 0.7 1.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.9 17.6 21.2 30.5 28.5 26.8 31.5 19.7 16.8 30.8 19.3 8.9 LnGrp LOS C B C C C C C B B C B A
Approach Vol, veh/h 987 412 1456 953
Approach Delay, s/veh 22.6 29.2 20.4 17.4
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 22.3 10.3 22.2 9.8 21.0 21.5 11.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 3.9 13.0 5.7 11.4 5.5 8.6 14.9 5.6 Green Ext Time (p_c), s 0.0 4.9 0.4 1.3 0.1 3.7 2.0 1.0 Intersection Summary
HCM 6th Ctrl Delay 21.2
HCM 6th LOS C
Notes
User approved changes to right turn type.
737
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 4 4
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
738
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1190 560 0 1629 1467 0
Future Volume (vph) 1190 560 0 1629 1467 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1337 629 0 1830 1648 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1400 566 0 1830 1648 0
Intersection Summary
739
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1190 560 1629 1467
Future Volume (vph) 1190 560 1629 1467
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 56.8 56.8 47.3 47.3
Actuated g/C Ratio 0.50 0.50 0.42 0.42
v/c Ratio 0.91 0.82 0.72 0.65
Control Delay 35.9 35.9 30.0 28.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 35.9 35.9 30.0 28.3

LOS D D C C
Approach Delay 35.9 30.0 28.3
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 113.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 31.6 Intersection LOS: C
Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
740
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1400 566 1830 1648
v/c Ratio 0.91 0.82 0.72 0.65
Control Delay 35.9 35.9 30.0 28.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 35.9 35.9 30.0 28.3
Queue Length 50th (ft) 483 384 341 294
Queue Length 95th (ft) 585 561 379 331
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1687 753 2689 2689
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.83 0.75 0.68 0.61
Intersection Summary
741
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1190 560 0 1629 1467 0
Future Volume (veh/h) 1190 560 0 1629 1467 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1337 629 0 1830 1648 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1555 733 0 2566 2566 0
Arrive On Green 0.49 0.49 0.00 0.42 0.42 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1337 629 0 1830 1648 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 36.6 36.5 0.0 24.5 21.2 0.0
Cycle Q Clear(g_c), s 36.6 36.5 0.0 24.5 21.2 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1555 733 0 2566 2566 0
V/C Ratio(X) 0.86 0.86 0.00 0.71 0.64 0.00
Avail Cap(c_a), veh/h 1984 934 0 3053 3053 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 22.3 22.3 0.0 23.7 22.7 0.0
Incr Delay (d2), s/veh 3.3 6.6 0.0 0.6 0.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.6 13.4 0.0 8.6 7.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.6 28.9 0.0 24.3 23.1 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 1966 1830 1648
Approach Delay, s/veh 26.7 24.3 23.1
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 46.1 52.7 46.1
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 61.5 49.5
Max Q Clear Time (g_c+I1), s 26.5 38.6 23.2
Green Ext Time (p_c), s 15.1 9.7 14.6
Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 742
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 254
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
743
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 629 564 153 671 699 221
Future Volume (vph) 629 564 153 671 699 221
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 723 648 176 771 803 254
Shared Lane Traffic (%)
Lane Group Flow (vph) 723 648 176 771 803 254
Intersection Summary
744
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 629 564 153 671 699 221
Future Volume (vph) 629 564 153 671 699 221
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 38.0 28.0 28.0 52.0 24.0 38.0
Total Split (%) 42.2% 31.1% 31.1% 57.8% 26.7% 42.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 22.2 38.2 11.3 32.1 16.1 43.0
Actuated g/C Ratio 0.35 0.60 0.18 0.50 0.25 0.67
v/c Ratio 0.72 0.72 0.34 0.25 0.53 0.23
Control Delay 23.3 14.3 27.0 9.7 23.4 1.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.3 14.3 27.0 9.7 23.4 1.3

LOS C B C A C A
Approach Delay 19.1 12.9 18.1
Approach LOS B B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 63.8
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 17.0 Intersection LOS: B
Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
745
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 723 648 176 771 803 254
v/c Ratio 0.72 0.72 0.34 0.25 0.53 0.23
Control Delay 23.3 14.3 27.0 9.7 23.4 1.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.3 14.3 27.0 9.7 23.4 1.3
Queue Length 50th (ft) 118 153 30 44 74 0
Queue Length 95th (ft) 214 265 65 80 141 20
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1598 1216 1122 4691 1954 1328
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.45 0.53 0.16 0.16 0.41 0.19
Intersection Summary
746
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 629 564 153 671 699 221
Future Volume (veh/h) 629 564 153 671 699 221
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 723 648 176 771 803 254
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1314 820 276 2429 1394 1021
Arrive On Green 0.45 0.45 0.09 0.40 0.23 0.23
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 723 648 176 771 803 254
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 10.9 20.7 3.5 5.2 7.0 3.9
Cycle Q Clear(g_c), s 10.9 20.7 3.5 5.2 7.0 3.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1314 820 276 2429 1394 1021
V/C Ratio(X) 0.55 0.79 0.64 0.32 0.58 0.25
Avail Cap(c_a), veh/h 1626 981 1141 4829 1982 1166
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 12.0 10.9 26.1 12.4 20.5 3.7
Incr Delay (d2), s/veh 0.4 3.7 2.4 0.1 0.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.1 16.5 1.2 1.6 2.3 3.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.4 14.6 28.6 12.5 20.9 3.8
LnGrp LOS B B C B C A
Approach Vol, veh/h 1371 947 1057
Approach Delay, s/veh 13.4 15.5 16.8
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 28.4 31.6 10.2 18.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 23.5 19.5
Max Q Clear Time (g_c+I1), s 7.2 22.7 5.5 9.0
Green Ext Time (p_c), s 6.4 4.4 0.5 4.7
Intersection Summary
HCM 6th Ctrl Delay 15.1
HCM 6th LOS B
747
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.964 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4644 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4644 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 65 136 177 65
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
748
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 350 660 208 118 565 98 242 1468 171 140 1412 356 Future Volume (vph) 350 660 208 118 565 98 242 1468 171 140 1412 356 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 380 717 226 128 614 107 263 1596 186 152 1535 387 Shared Lane Traffic (%)
Lane Group Flow (vph) 380 943 0 128 614 107 263 1596 186 152 1922 0 Intersection Summary
749
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 350 660 118 565 98 242 1468 171 140 1412 Future Volume (vph) 350 660 118 565 98 242 1468 171 140 1412 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.3 32.4 9.0 24.1 24.1 9.5 52.5 119.4 7.5 50.5 Actuated g/C Ratio 0.14 0.27 0.08 0.20 0.20 0.08 0.44 1.00 0.06 0.42 v/c Ratio 0.91 0.72 0.59 0.91 0.26 1.15 0.75 0.12 0.84 0.76 Control Delay 76.7 40.3 64.8 65.1 4.8 153.6 31.0 0.2 91.0 30.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.7 40.3 64.8 65.1 4.8 153.6 31.0 0.2 91.0 30.8

LOS E D E E A F C A F C
Approach Delay 50.8 57.5 43.9 35.2
Approach LOS D E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.15
Intersection Signal Delay: 44.3 Intersection LOS: D
Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
750
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 380 943 128 614 107 263 1596 186 152 1922 v/c Ratio 0.91 0.72 0.59 0.91 0.26 1.15 0.75 0.12 0.84 0.76 Control Delay 76.7 40.3 64.8 65.1 4.8 153.6 31.0 0.2 91.0 30.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.7 40.3 64.8 65.1 4.8 153.6 31.0 0.2 91.0 30.8 Queue Length 50th (ft) 151 227 50 246 0 ~123 373 0 61 352 Queue Length 95th (ft) #240 279 83 #348 28 #210 434 0 #121 399 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 423 1312 229 687 415 229 2117 1500 181 2527 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.90 0.72 0.56 0.89 0.26 1.15 0.75 0.12 0.84 0.76 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
751
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 350 660 208 118 565 98 242 1468 171 140 1412 356 Future Volume (veh/h) 350 660 208 118 565 98 242 1468 171 140 1412 356 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 380 717 226 128 614 107 263 1596 0 152 1535 387 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 423 1044 325 174 674 300 232 2131 183 2072 522 Arrive On Green 0.15 0.29 0.29 0.06 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3655 1137 2910 3367 1502 2910 4837 1502 2910 4889 1233 Grp Volume(v), veh/h 380 632 311 128 614 107 263 1596 0 152 1435 487 Grp Sat Flow(s),veh/h/ln 1455 1612 1567 1455 1683 1502 1455 1612 1502 1455 1524 1550 Q Serve(g_s), s 15.3 20.7 21.1 5.2 21.3 7.3 9.5 32.8 0.0 6.2 31.4 31.4 Cycle Q Clear(g_c), s 15.3 20.7 21.1 5.2 21.3 7.3 9.5 32.8 0.0 6.2 31.4 31.4 Prop In Lane 1.00 0.73 1.00 1.00 1.00 1.00 1.00 0.80
Lane Grp Cap(c), veh/h 423 921 448 174 674 300 232 2131 183 1937 657 V/C Ratio(X) 0.90 0.69 0.70 0.74 0.91 0.36 1.13 0.75 0.83 0.74 0.74 Avail Cap(c_a), veh/h 427 921 448 232 692 309 232 2131 183 1937 657 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.1 37.8 37.9 55.1 46.6 41.1 54.8 27.8 0.0 55.2 28.8 28.8 Incr Delay (d2), s/veh 21.2 2.1 4.6 8.0 16.1 0.7 99.8 2.5 0.0 26.2 2.6 7.4 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 6.8 8.4 8.6 2.1 10.4 2.8 6.7 12.9 0.0 2.9 11.7 12.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.2 39.9 42.6 63.1 62.8 41.8 154.7 30.3 0.0 81.4 31.4 36.2 LnGrp LOS E D D E E D F C F C D
Approach Vol, veh/h 1323 849 1859 A 2074
Approach Delay, s/veh 49.5 60.2 47.9 36.2
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 57.0 11.6 38.5 14.0 55.0 21.8 28.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 52.5 9.5 32.5 9.5 50.5 17.5 24.5 Max Q Clear Time (g_c+I1), s 8.2 34.8 7.2 23.1 11.5 33.4 17.3 23.3 Green Ext Time (p_c), s 0.0 11.0 0.1 4.3 0.0 12.2 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 46.0
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 752
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6071 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 127 202 258
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
753
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1731 5 1 1044 14 14 0 9 45 0 12
Future Volume (vph) 4 1731 5 1 1044 14 14 0 9 45 0 12
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 1822 5 1 1099 15 15 0 9 47 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 1827 0 1 1099 15 15 0 9 47 13 0 Intersection Summary
754
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1731 1 1044 14 14 9 45 0
Future Volume (vph) 4 1731 1 1044 14 14 9 45 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.4 33.6 5.4 33.6 33.6 6.5 5.9 7.6 10.6 Actuated g/C Ratio 0.09 0.59 0.09 0.59 0.59 0.11 0.10 0.13 0.19 v/c Ratio 0.03 0.51 0.01 0.39 0.02 0.08 0.03 0.22 0.02
Control Delay 31.5 8.8 31.0 8.1 0.0 30.5 0.1 30.1 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.8 31.0 8.1 0.0 30.5 0.1 30.1 0.1

LOS C A C A A C A C A
Approach Delay 8.9 8.0 23.6
Approach LOS A A C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 57.1
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.51
Intersection Signal Delay: 8.9 Intersection LOS: A
Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 755
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Group Flow (vph) 4 1827 1 1099 15 15 9 47 13
v/c Ratio 0.03 0.51 0.01 0.39 0.02 0.08 0.03 0.22 0.02
Control Delay 31.5 8.8 31.0 8.1 0.0 30.5 0.1 30.1 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.8 31.0 8.1 0.0 30.5 0.1 30.1 0.1
Queue Length 50th (ft) 2 106 0 73 0 5 0 17 0
Queue Length 95th (ft) 11 206 5 150 0 24 0 51 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 130 145 165 165 50
Base Capacity (vph) 149 4324 149 3431 1105 217 672 295 1323 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.42 0.01 0.32 0.01 0.07 0.01 0.16 0.01 Intersection Summary
756
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1731 5 1 1044 14 14 0 9 45 0 12 Future Volume (veh/h) 4 1731 5 1 1044 14 14 0 9 45 0 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 4 1822 5 1 1099 15 15 0 9 47 0 13
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 9 3277 9 3 2488 772 30 167 141 75 206 184
Arrive On Green 0.01 0.52 0.52 0.00 0.51 0.51 0.02 0.00 0.09 0.05 0.00 0.12 Sat Flow, veh/h 1594 6323 17 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 4 1317 510 1 1099 15 15 0 9 47 0 13 Grp Sat Flow(s),veh/h/ln 1594 1524 1769 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.1 10.4 10.4 0.0 7.6 0.3 0.5 0.0 0.3 1.5 0.0 0.4 Cycle Q Clear(g_c), s 0.1 10.4 10.4 0.0 7.6 0.3 0.5 0.0 0.3 1.5 0.0 0.4 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2369 917 3 2488 772 30 167 141 75 206 184 V/C Ratio(X) 0.47 0.56 0.56 0.33 0.44 0.02 0.50 0.00 0.06 0.63 0.00 0.07 Avail Cap(c_a), veh/h 150 3264 1263 150 3454 1072 219 641 543 297 691 617 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 26.3 8.7 8.7 26.5 8.1 6.3 25.8 0.0 21.9 24.8 0.0 20.6 Incr Delay (d2), s/veh 34.4 0.2 0.5 54.7 0.1 0.0 12.5 0.0 0.2 8.3 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 0.1 2.6 3.2 0.1 2.1 0.1 0.3 0.0 0.1 0.7 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.7 8.9 9.2 81.2 8.2 6.3 38.3 0.0 22.1 33.1 0.0 20.8 LnGrp LOS E A A F A A D A C C A C
Approach Vol, veh/h 1831 1115 24 60
Approach Delay, s/veh 9.1 8.3 32.3 30.4
Approach LOS A A C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.0 9.5 4.6 32.0 5.5 11.0 4.8 31.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.9 19.2 5.0 37.9 7.3 21.8 5.0 37.9 Max Q Clear Time (g_c+I1), s 3.5 2.3 2.0 12.4 2.5 2.4 2.1 9.6 Green Ext Time (p_c), s 0.0 0.0 0.0 15.2 0.0 0.0 0.0 9.3 Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
757
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.995 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4794 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.728 0.731
Satd. Flow (perm) 2891 6065 0 1583 4794 0 1213 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 10 155 94
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
758
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 28 1747 8 5 1044 37 11 0 19 41 1 19 Future Volume (vph) 28 1747 8 5 1044 37 11 0 19 41 1 19 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 29 1839 8 5 1099 39 12 0 20 43 1 20
Shared Lane Traffic (%)
Lane Group Flow (vph) 29 1847 0 5 1138 0 12 0 20 0 44 20 Intersection Summary
759
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 28 1747 5 1044 11 19 41 1 19
Future Volume (vph) 28 1747 5 1044 11 19 41 1 19
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 36.0 10.0 36.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 13.7% 51.4% 14.3% 52.0% 34.3% 34.3% 34.3% 34.3% 34.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.2 29.1 5.6 29.2 7.2 7.2 7.2 7.2
Actuated g/C Ratio 0.11 0.62 0.12 0.62 0.15 0.15 0.15 0.15 v/c Ratio 0.09 0.49 0.03 0.38 0.07 0.06 0.23 0.07
Control Delay 23.2 6.1 22.8 5.5 20.5 0.3 22.9 0.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.2 6.1 22.8 5.5 20.5 0.3 22.9 0.4

LOS C A C A C A C A
Approach Delay 6.4 5.6 15.9
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 47.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.49
Intersection Signal Delay: 6.3 Intersection LOS: A
Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 760
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 29 1847 5 1138 12 20 44 20
v/c Ratio 0.09 0.49 0.03 0.38 0.07 0.06 0.23 0.07
Control Delay 23.2 6.1 22.8 5.5 20.5 0.3 22.9 0.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.2 6.1 22.8 5.5 20.5 0.3 22.9 0.4
Queue Length 50th (ft) 3 52 1 36 3 0 11 0
Queue Length 95th (ft) 15 153 10 112 16 0 39 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 321 4165 189 3337 515 726 548 691
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.09 0.44 0.03 0.34 0.02 0.03 0.08 0.03 Intersection Summary
761
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 28 1747 8 5 1044 37 11 0 19 41 1 19 Future Volume (veh/h) 28 1747 8 5 1044 37 11 0 19 41 1 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 29 1839 8 5 1099 39 12 0 20 43 1 20 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 99 3511 15 11 2537 90 288 209 177 328 6 177
Arrive On Green 0.03 0.56 0.56 0.01 0.53 0.53 0.12 0.00 0.12 0.12 0.12 0.12 Sat Flow, veh/h 2910 6311 27 1594 4796 170 1314 1772 1502 1354 48 1502 Grp Volume(v), veh/h 29 1332 515 5 739 399 12 0 20 44 0 20 Grp Sat Flow(s),veh/h/ln 1455 1524 1767 1594 1612 1741 1314 1772 1502 1402 0 1502 Q Serve(g_s), s 0.4 7.7 7.7 0.1 5.9 5.9 0.4 0.0 0.5 1.2 0.0 0.5 Cycle Q Clear(g_c), s 0.4 7.7 7.7 0.1 5.9 5.9 1.6 0.0 0.5 1.2 0.0 0.5 Prop In Lane 1.00 0.02 1.00 0.10 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 99 2544 983 11 1706 921 288 209 177 334 0 177 V/C Ratio(X) 0.29 0.52 0.52 0.47 0.43 0.43 0.04 0.00 0.11 0.13 0.00 0.11 Avail Cap(c_a), veh/h 350 3400 1314 207 2429 1312 738 816 691 813 0 691 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 20.0 5.9 5.9 21.0 6.1 6.1 17.7 0.0 16.7 17.0 0.0 16.7 Incr Delay (d2), s/veh 1.6 0.2 0.4 28.2 0.2 0.3 0.1 0.0 0.3 0.2 0.0 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 0.1 1.5 1.8 0.1 1.3 1.5 0.1 0.0 0.2 0.4 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.6 6.0 6.3 49.1 6.3 6.4 17.8 0.0 17.0 17.2 0.0 17.0 LnGrp LOS C A A D A A B A B B A B
Approach Vol, veh/h 1876 1143 32 64
Approach Delay, s/veh 6.4 6.5 17.3 17.1
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.8 28.1 9.5 5.9 26.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 5.5 31.5 19.5 5.1 31.9 Max Q Clear Time (g_c+I1), s 3.6 2.1 9.7 3.2 2.4 7.9
Green Ext Time (p_c), s 0.0 0.0 13.8 0.2 0.0 8.5
Intersection Summary
HCM 6th Ctrl Delay 6.7
HCM 6th LOS A
762
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.995 0.865
Flt Protected
Satd. Flow (prot) 4794 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4794 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
763
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1754 61 0 1060 0 26
Future Volume (vph) 1754 61 0 1060 0 26
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1827 64 0 1104 0 27
Shared Lane Traffic (%)
Lane Group Flow (vph) 1891 0 0 1104 0 27
Intersection Summary
764
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1754 61 0 1060 0 26
Future Vol, veh/h 1754 61 0 1060 0 26
Conflicting Peds, #/hr 0 0 0 0 0 0
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 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1827 64 0 1104 0 27
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 946
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 225
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 225
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 23.2

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 225 - - -
HCM Lane V/C Ratio 0.12 - - -
HCM Control Delay (s) 23.2 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.4 - - -
765
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.980
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5949 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 188 275 55 32
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
766
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 419 1030 198 354 813 264 290 1430 351 415 884 138 Future Volume (vph) 419 1030 198 354 813 264 290 1430 351 415 884 138 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 436 1073 206 369 847 275 302 1490 366 432 921 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 436 1073 206 369 847 275 302 1490 366 432 1065 0 Intersection Summary
767
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 419 1030 198 354 813 264 290 1430 351 415 884 Future Volume (vph) 419 1030 198 354 813 264 290 1430 351 415 884 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 24.0 38.0 38.0 20.0 34.0 34.0 25.0 41.0 20.0 21.0 37.0 Total Split (%) 20.0% 31.7% 31.7% 16.7% 28.3% 28.3% 20.8% 34.2% 16.7% 17.5% 30.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 19.3 32.3 32.3 15.5 28.5 28.5 17.1 35.7 55.7 16.5 35.1 Actuated g/C Ratio 0.16 0.27 0.27 0.13 0.24 0.24 0.14 0.30 0.47 0.14 0.30 v/c Ratio 0.92 0.81 0.38 0.97 0.73 0.48 0.72 0.81 0.50 1.07 0.59 Control Delay 75.6 45.9 8.4 91.6 45.5 7.3 58.6 42.4 20.9 113.1 36.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.6 45.9 8.4 91.6 45.5 7.3 58.6 42.4 20.9 113.1 36.5

LOS E D A F D A E D C F D
Approach Delay 49.0 49.9 41.0 58.6
Approach LOS D D D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.07
Intersection Signal Delay: 48.8 Intersection LOS: D
Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
768
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 436 1073 206 369 847 275 302 1490 366 432 1065 v/c Ratio 0.92 0.81 0.38 0.97 0.73 0.48 0.72 0.81 0.50 1.07 0.59 Control Delay 75.6 45.9 8.4 91.6 45.5 7.3 58.6 42.4 20.9 113.1 36.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.6 45.9 8.4 91.6 45.5 7.3 58.6 42.4 20.9 113.1 36.5 Queue Length 50th (ft) 173 282 10 148 220 0 116 309 161 ~193 199 Queue Length 95th (ft) #271 338 70 #250 270 69 161 355 250 #297 246 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 477 1368 560 379 1204 581 502 1878 737 404 1791 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.91 0.78 0.37 0.97 0.70 0.47 0.60 0.79 0.50 1.07 0.59 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
769
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 419 1030 198 354 813 264 290 1430 351 415 884 138 Future Volume (veh/h) 419 1030 198 354 813 264 290 1430 351 415 884 138 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 436 1073 206 369 847 275 302 1490 366 432 921 144 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 481 1285 399 392 1136 353 361 1828 653 417 1714 264 Arrive On Green 0.17 0.27 0.27 0.13 0.23 0.23 0.12 0.30 0.30 0.14 0.32 0.32 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5368 827 Grp Volume(v), veh/h 436 1073 206 369 847 275 302 1490 366 432 782 283 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1623 Q Serve(g_s), s 16.9 24.1 13.4 14.5 18.7 19.7 11.7 26.1 21.0 16.5 16.2 16.5 Cycle Q Clear(g_c), s 16.9 24.1 13.4 14.5 18.7 19.7 11.7 26.1 21.0 16.5 16.2 16.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51
Lane Grp Cap(c), veh/h 481 1285 399 392 1136 353 361 1828 653 417 1459 518 V/C Ratio(X) 0.91 0.83 0.52 0.94 0.75 0.78 0.84 0.82 0.56 1.04 0.54 0.55 Avail Cap(c_a), veh/h 493 1408 437 392 1240 385 518 1933 679 417 1459 518 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 39.9 36.0 49.3 40.8 41.2 49.3 37.3 24.3 49.3 32.2 32.3 Incr Delay (d2), s/veh 20.0 4.2 1.0 30.9 2.3 9.1 8.0 2.7 1.0 53.5 0.4 1.2 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 7.4 10.0 5.0 6.9 7.6 8.2 4.6 10.0 7.5 9.1 6.0 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.1 44.1 37.0 80.2 43.1 50.4 57.2 40.0 25.3 102.8 32.6 33.5 LnGrp LOS E D D F D D E D C F C C
Approach Vol, veh/h 1715 1491 2158 1497
Approach Delay, s/veh 49.1 53.6 39.9 53.0
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.0 39.0 20.0 35.1 18.8 41.2 23.5 31.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 36.5 15.5 33.5 20.5 32.5 19.5 29.5 Max Q Clear Time (g_c+I1), s 18.5 28.1 16.5 26.1 13.7 18.5 18.9 21.7 Green Ext Time (p_c), s 0.0 6.4 0.0 4.5 0.6 6.2 0.1 4.0 Intersection Summary
HCM 6th Ctrl Delay 48.1
HCM 6th LOS D
770
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.927 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2977 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2977 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 125 191 278 186 307
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
771
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 919 1166 115 217 928 300 136 298 338 75 300 565 Future Volume (vph) 919 1166 115 217 928 300 136 298 338 75 300 565 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 999 1267 125 236 1009 326 148 324 367 82 326 614 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 999 1267 125 236 1009 326 148 324 367 82 633 307 Intersection Summary
772
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 919 1166 115 217 928 300 136 298 338 75 300 565 Future Volume (vph) 919 1166 115 217 928 300 136 298 338 75 300 565 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 39.0 54.0 54.0 20.0 35.0 35.0 13.0 35.0 35.0 11.0 33.0 33.0 Total Split (%) 32.5% 45.0% 45.0% 16.7% 29.2% 29.2% 10.8% 29.2% 29.2% 9.2% 27.5% 27.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 34.6 50.4 50.4 13.7 29.4 29.4 8.5 26.8 26.8 6.5 24.8 24.8 Actuated g/C Ratio 0.30 0.44 0.44 0.12 0.25 0.25 0.07 0.23 0.23 0.06 0.21 0.21 v/c Ratio 1.15 0.60 0.17 0.69 0.82 0.62 1.26 0.42 0.65 0.92 0.81 0.58 Control Delay 119.4 27.1 4.4 60.5 47.3 21.4 215.4 39.4 16.3 132.5 38.9 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 119.4 27.1 4.4 60.5 47.3 21.4 215.4 39.4 16.3 132.5 38.9 8.9

LOS F C A E D C F D B F D A
Approach Delay 64.5 43.9 60.3 37.4
Approach LOS E D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.26
Intersection Signal Delay: 53.6 Intersection LOS: D
Intersection Capacity Utilization 88.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
773
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 999 1267 125 236 1009 326 148 324 367 82 633 307 v/c Ratio 1.15 0.60 0.17 0.69 0.82 0.62 1.26 0.42 0.65 0.92 0.81 0.58 Control Delay 119.4 27.1 4.4 60.5 47.3 21.4 215.4 39.4 16.3 132.5 38.9 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 119.4 27.1 4.4 60.5 47.3 21.4 215.4 39.4 16.3 132.5 38.9 8.9 Queue Length 50th (ft) ~476 274 0 90 267 89 ~146 109 55 64 179 0 Queue Length 95th (ft) #614 333 37 134 326 193 #284 153 161 #169 253 85 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 867 2104 725 389 1277 537 117 889 602 89 877 569 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.15 0.60 0.17 0.61 0.79 0.61 1.26 0.36 0.61 0.92 0.72 0.54 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
774
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 919 1166 115 217 928 300 136 298 338 75 300 565 Future Volume (veh/h) 919 1166 115 217 928 300 136 298 338 75 300 565 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 999 1267 125 236 1009 326 148 324 367 82 326 614 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 845 2121 658 287 1194 371 114 864 385 87 425 720 Arrive On Green 0.29 0.44 0.44 0.10 0.25 0.25 0.07 0.26 0.26 0.05 0.24 0.24 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 999 1267 125 236 1009 326 148 324 367 82 326 614 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 34.5 23.7 6.1 9.5 23.6 24.8 8.5 9.4 28.6 6.1 20.4 23.2 Cycle Q Clear(g_c), s 34.5 23.7 6.1 9.5 23.6 24.8 8.5 9.4 28.6 6.1 20.4 23.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 845 2121 658 287 1194 371 114 864 385 87 425 720 V/C Ratio(X) 1.18 0.60 0.19 0.82 0.85 0.88 1.30 0.37 0.95 0.94 0.77 0.85 Avail Cap(c_a), veh/h 845 2121 658 380 1242 385 114 864 385 87 425 720 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 42.2 25.4 20.4 52.5 42.6 43.1 55.2 36.3 43.4 56.0 42.1 43.2 Incr Delay (d2), s/veh 94.1 0.5 0.1 10.4 5.4 19.7 184.2 0.3 33.6 76.6 8.2 9.7 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 23.3 9.1 2.2 3.9 9.9 11.2 9.2 3.9 14.1 4.3 9.8 9.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 136.3 25.9 20.6 62.9 48.0 62.8 239.4 36.6 77.0 132.6 50.3 52.8 LnGrp LOS F C C E D E F D E F D D
Approach Vol, veh/h 2391 1571 839 1022
Approach Delay, s/veh 71.7 53.3 90.1 58.4
Approach LOS E D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 35.0 16.2 56.6 13.0 33.0 39.0 33.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 30.5 15.5 49.5 8.5 28.5 34.5 30.5 Max Q Clear Time (g_c+I1), s 8.1 30.6 11.5 25.7 10.5 25.2 36.5 26.8 Green Ext Time (p_c), s 0.0 0.0 0.3 10.7 0.0 1.5 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 67.1
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. 775
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.972 0.936 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.982
Satd. Flow (prot) 2891 4818 1500 1583 4683 0 1583 3138 0 1504 1646 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.982
Satd. Flow (perm) 2891 4818 1500 1583 4683 0 1583 3138 0 1504 1646 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 97 41 58 312
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
776
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 799 678 93 76 717 164 114 74 56 138 65 601 Future Volume (vph) 799 678 93 76 717 164 114 74 56 138 65 601 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 832 706 97 79 747 171 119 77 58 144 68 626 Shared Lane Traffic (%) 28%
Lane Group Flow (vph) 832 706 97 79 918 0 119 135 0 104 108 626 Intersection Summary
777
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 799 678 93 76 717 114 74 138 65 601 Future Volume (vph) 799 678 93 76 717 114 74 138 65 601 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 42.0 53.0 53.0 21.0 32.0 23.5 23.5 22.5 22.5 42.0 Total Split (%) 35.0% 44.2% 44.2% 17.5% 26.7% 19.6% 19.6% 18.8% 18.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 35.0 52.0 52.0 10.7 25.8 13.2 13.2 12.5 12.5 52.1 Actuated g/C Ratio 0.34 0.50 0.50 0.10 0.25 0.13 0.13 0.12 0.12 0.50 v/c Ratio 0.86 0.29 0.12 0.48 0.77 0.59 0.30 0.57 0.55 0.42 Control Delay 43.6 18.0 4.6 57.5 40.7 58.0 27.6 58.9 56.4 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.6 18.0 4.6 57.5 40.7 58.0 27.6 58.9 56.4 9.0

LOS D B A E D E C E E A
Approach Delay 30.2 42.0 41.8 21.3
Approach LOS C D D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 103.9
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 32.2 Intersection LOS: C
Intersection Capacity Utilization 73.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
778
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 832 706 97 79 918 119 135 104 108 626 v/c Ratio 0.86 0.29 0.12 0.48 0.77 0.59 0.30 0.57 0.55 0.42 Control Delay 43.6 18.0 4.6 57.5 40.7 58.0 27.6 58.9 56.4 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.6 18.0 4.6 57.5 40.7 58.0 27.6 58.9 56.4 9.0 Queue Length 50th (ft) 275 103 0 53 206 80 25 73 76 69
Queue Length 95th (ft) #441 170 33 107 290 147 57 140 143 126 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1068 2411 799 257 1345 296 634 266 292 1556 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.78 0.29 0.12 0.31 0.68 0.40 0.21 0.39 0.37 0.40 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
779
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 799 678 93 76 717 164 114 74 56 138 65 601 Future Volume (veh/h) 799 678 93 76 717 164 114 74 56 138 65 601 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 832 706 97 79 747 171 119 77 58 106 121 626 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 920 2382 739 99 940 213 159 191 131 265 294 1448 Arrive On Green 0.32 0.49 0.49 0.06 0.24 0.24 0.10 0.10 0.10 0.17 0.17 0.17 Sat Flow, veh/h 2910 4837 1502 1594 3943 893 1594 1908 1312 1594 1772 3003 Grp Volume(v), veh/h 832 706 97 79 610 308 119 67 68 106 121 626 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1611 1594 1683 1536 1594 1772 1502 Q Serve(g_s), s 27.5 8.7 3.5 4.9 17.8 18.1 7.3 3.7 4.2 6.0 6.1 13.7 Cycle Q Clear(g_c), s 27.5 8.7 3.5 4.9 17.8 18.1 7.3 3.7 4.2 6.0 6.1 13.7 Prop In Lane 1.00 1.00 1.00 0.55 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 920 2382 739 99 769 384 159 168 153 265 294 1448 V/C Ratio(X) 0.90 0.30 0.13 0.80 0.79 0.80 0.75 0.40 0.44 0.40 0.41 0.43 Avail Cap(c_a), veh/h 1089 2382 739 262 917 458 302 319 291 286 318 1488 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 32.8 15.1 13.8 46.4 35.8 35.9 43.9 42.3 42.5 37.3 37.4 17.0 Incr Delay (d2), s/veh 9.6 0.1 0.1 13.5 4.1 8.5 6.8 1.5 2.0 1.0 0.9 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 10.6 3.1 1.2 2.3 7.3 7.9 3.2 1.6 1.7 2.4 2.7 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.4 15.2 13.9 59.9 39.9 44.4 50.7 43.8 44.5 38.3 38.3 17.2 LnGrp LOS D B B E D D D D D D D B
Approach Vol, veh/h 1635 997 254 853
Approach Delay, s/veh 29.0 42.9 47.2 22.8
Approach LOS C D D C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.5 10.7 53.9 21.1 36.2 28.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 19.0 16.5 48.5 18.0 37.5 * 29 Max Q Clear Time (g_c+I1), s 9.3 6.9 10.7 15.7 29.5 20.1 Green Ext Time (p_c), s 0.7 0.1 6.1 1.0 2.2 3.8
Intersection Summary
HCM 6th Ctrl Delay 32.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 780
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.907 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3041 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 63 149 149 149
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
781
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 25 38 62 171 91 93 46 2260 176 42 1833 27 Future Volume (vph) 25 38 62 171 91 93 46 2260 176 42 1833 27 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 26 39 63 174 93 95 47 2306 180 43 1870 28 Shared Lane Traffic (%)
Lane Group Flow (vph) 26 102 0 174 93 95 47 2306 180 43 1870 28 Intersection Summary
782
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 25 38 171 91 93 46 2260 176 42 1833 27 Future Volume (vph) 25 38 171 91 93 46 2260 176 42 1833 27 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 12.0 25.0 10.8 63.4 12.1 64.7
Total Split (%) 8.6% 20.5% 10.9% 22.7% 9.8% 57.6% 11.0% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 6.9 7.5 13.1 90.9 6.2 58.7 90.9 6.8 59.3 90.9 Actuated g/C Ratio 0.06 0.08 0.08 0.14 1.00 0.07 0.65 1.00 0.07 0.65 1.00 v/c Ratio 0.16 0.35 0.53 0.19 0.06 0.24 0.59 0.12 0.20 0.47 0.02 Control Delay 47.6 23.6 49.0 38.6 0.1 47.1 11.5 0.2 45.3 9.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 23.6 49.0 38.6 0.1 47.1 11.5 0.2 45.3 9.7 0.0

LOS D C D D A D B A D A A
Approach Delay 28.5 33.5 11.4 10.3
Approach LOS C C B B
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 90.9
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 13.0 Intersection LOS: B
Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
783
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 26 102 174 93 95 47 2306 180 43 1870 28 v/c Ratio 0.16 0.35 0.53 0.19 0.06 0.24 0.59 0.12 0.20 0.47 0.02 Control Delay 47.6 23.6 49.0 38.6 0.1 47.1 11.5 0.2 45.3 9.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 23.6 49.0 38.6 0.1 47.1 11.5 0.2 45.3 9.7 0.0 Queue Length 50th (ft) 8 12 37 25 0 14 248 0 13 177 0
Queue Length 95th (ft) 22 38 63 54 0 34 311 0 30 221 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 161 663 331 770 1500 204 4007 1500 246 4096 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.16 0.15 0.53 0.12 0.06 0.23 0.58 0.12 0.17 0.46 0.02 Intersection Summary
784
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 38 62 171 91 93 46 2260 176 42 1833 27 Future Volume (veh/h) 25 38 62 171 91 93 46 2260 176 42 1833 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 26 39 63 174 93 0 47 2306 0 43 1870 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 80 117 104 268 369 117 3672 111 3660
Arrive On Green 0.03 0.07 0.07 0.07 0.11 0.00 0.04 0.60 0.00 0.04 0.60 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 26 39 63 174 93 0 47 2306 0 43 1870 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.7 1.8 3.3 3.5 2.0 0.0 1.3 19.6 0.0 1.2 14.3 0.0 Cycle Q Clear(g_c), s 0.7 1.8 3.3 3.5 2.0 0.0 1.3 19.6 0.0 1.2 14.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 80 117 104 268 369 117 3672 111 3660 V/C Ratio(X) 0.33 0.33 0.60 0.65 0.25 0.40 0.63 0.39 0.51 Avail Cap(c_a), veh/h 180 374 334 368 853 227 4437 273 4535 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 38.6 35.9 36.6 36.8 33.0 0.0 37.9 10.3 0.0 38.0 9.3 0.0 Incr Delay (d2), s/veh 2.4 1.7 5.5 2.7 0.4 0.0 2.2 0.2 0.0 2.2 0.1 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 0.3 0.8 1.3 1.2 0.8 0.0 0.5 5.7 0.0 0.4 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.0 37.5 42.1 39.4 33.3 0.0 40.1 10.5 0.0 40.2 9.4 0.0 LnGrp LOS D D D D C D B D A
Approach Vol, veh/h 128 267 A 2353 A 1913 A
Approach Delay, s/veh 40.5 37.3 11.1 10.1
Approach LOS D D B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.6 53.2 10.0 10.1 7.8 53.1 6.7 13.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.6 58.9 7.5 18.0 6.3 60.2 5.0 20.5 Max Q Clear Time (g_c+I1), s 3.2 21.6 5.5 5.3 3.3 16.3 2.7 4.0 Green Ext Time (p_c), s 0.0 27.2 0.1 0.4 0.0 22.8 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 785
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.933 0.949 0.998
Flt Protected 0.950 0.973 0.970 0.950 0.950
Satd. Flow (prot) 1593 1522 0 0 1624 0 1676 4818 0 1676 4808 0 Flt Permitted 0.950 0.973 0.950 0.950
Satd. Flow (perm) 1593 1522 0 0 1675 0 1676 4818 0 1676 4808 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 95 2
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
786
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 45 0 12 14 0 9 4 1731 5 1 1044 14
Future Volume (vph) 45 0 12 14 0 9 4 1731 5 1 1044 14
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 47 0 13 15 0 9 4 1822 5 1 1099 15
Shared Lane Traffic (%) 35%
Lane Group Flow (vph) 31 29 0 0 24 0 4 1827 0 1 1114 0
Intersection Summary
787
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 45 0 14 0 4 1731 1 1044
Future Volume (vph) 45 0 14 0 4 1731 1 1044
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 11.7 65.5 9.5 63.3
Total Split (%) 18.8% 18.8% 18.8% 18.8% 9.8% 54.6% 7.9% 52.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.6 7.6 6.1 6.3 56.2 5.5 56.0
Actuated g/C Ratio 0.11 0.11 0.09 0.09 0.81 0.08 0.81
v/c Ratio 0.18 0.12 0.10 0.03 0.47 0.01 0.29
Control Delay 38.4 0.9 0.9 39.5 6.0 41.0 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.4 0.9 0.9 39.5 6.0 41.0 4.9

LOS D A A D A D A
Approach Delay 20.3 0.9 6.0 4.9
Approach LOS C A A A
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 69.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.47
Intersection Signal Delay: 5.9 Intersection LOS: A
Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 788
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 31 29 24 4 1827 1 1114
v/c Ratio 0.18 0.12 0.10 0.03 0.47 0.01 0.29
Control Delay 38.4 0.9 0.9 39.5 6.0 41.0 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.4 0.9 0.9 39.5 6.0 41.0 4.9
Queue Length 50th (ft) 14 0 0 2 77 0 38
Queue Length 95th (ft) 49 0 0 13 286 6 152
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 455 502 546 191 4049 133 3976
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.06 0.04 0.02 0.45 0.01 0.28
Intersection Summary
789
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 0 12 14 0 9 4 1731 5 1 1044 14 Future Volume (veh/h) 45 0 12 14 0 9 4 1731 5 1 1044 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 30 24 13 15 0 9 4 1822 5 1 1099 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 95 61 33 28 0 17 9 3046 8 3 2988 41
Arrive On Green 0.06 0.06 0.06 0.03 0.00 0.03 0.01 0.61 0.61 0.00 0.61 0.61 Sat Flow, veh/h 1688 1081 586 1008 0 605 1688 4981 14 1688 4918 67 Grp Volume(v), veh/h 30 0 37 24 0 0 4 1180 647 1 721 393 Grp Sat Flow(s),veh/h/ln 1688 0 1667 1613 0 0 1688 1612 1769 1688 1612 1760 Q Serve(g_s), s 1.0 0.0 1.3 0.9 0.0 0.0 0.1 13.3 13.3 0.0 6.7 6.7 Cycle Q Clear(g_c), s 1.0 0.0 1.3 0.9 0.0 0.0 0.1 13.3 13.3 0.0 6.7 6.7 Prop In Lane 1.00 0.35 0.62 0.37 1.00 0.01 1.00 0.04
Lane Grp Cap(c), veh/h 95 0 94 44 0 0 9 1972 1082 3 1960 1069 V/C Ratio(X) 0.32 0.00 0.39 0.54 0.00 0.00 0.44 0.60 0.60 0.35 0.37 0.37 Avail Cap(c_a), veh/h 512 0 505 489 0 0 205 3313 1818 142 3194 1743 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.9 0.0 27.0 28.5 0.0 0.0 29.4 7.1 7.1 29.6 5.9 5.9 Incr Delay (d2), s/veh 1.9 0.0 2.7 9.8 0.0 0.0 30.2 0.3 0.5 61.4 0.1 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 0.4 0.0 0.5 0.4 0.0 0.0 0.1 3.4 3.8 0.1 1.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.8 0.0 29.7 38.3 0.0 0.0 59.6 7.4 7.6 91.0 6.0 6.1 LnGrp LOS C A C D A A E A A F A A
Approach Vol, veh/h 67 24 1831 1115
Approach Delay, s/veh 29.3 38.3 7.6 6.1
Approach LOS C D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 40.8 7.8 4.8 40.6 6.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 61.0 18.0 7.2 58.8 18.0 Max Q Clear Time (g_c+I1), s 2.0 15.3 3.3 2.1 8.7 2.9
Green Ext Time (p_c), s 0.0 21.0 0.2 0.0 9.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 790
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 193 193 193 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
791
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 326 128 138 166 66 112 179 1599 125 177 1191 124 Future Volume (vph) 326 128 138 166 66 112 179 1599 125 177 1191 124 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 340 133 144 173 69 117 186 1666 130 184 1241 129 Shared Lane Traffic (%)
Lane Group Flow (vph) 340 133 144 173 69 117 186 1666 130 184 1241 129 Intersection Summary
792
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 326 128 138 166 66 112 179 1599 125 177 1191 124 Future Volume (vph) 326 128 138 166 66 112 179 1599 125 177 1191 124 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 24.1 26.7 19.9 22.5 19.8 48.4 15.0 43.6 Total Split (%) 21.9% 24.3% 18.1% 20.5% 18.0% 44.0% 13.6% 39.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 17.8 11.6 89.5 10.9 7.4 89.5 11.3 38.7 89.5 9.8 37.2 89.5 Actuated g/C Ratio 0.20 0.13 1.00 0.12 0.08 1.00 0.13 0.43 1.00 0.11 0.42 1.00 v/c Ratio 0.59 0.31 0.10 0.49 0.25 0.08 0.51 0.63 0.09 0.58 0.49 0.09 Control Delay 39.8 39.2 0.1 43.8 44.2 0.1 43.6 21.5 0.1 48.3 20.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.8 39.2 0.1 43.8 44.2 0.1 43.6 21.5 0.1 48.3 20.6 0.1

LOS D D A D D A D C A D C A
Approach Delay 30.4 29.6 22.1 22.2
Approach LOS C C C C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 89.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 23.9 Intersection LOS: C
Intersection Capacity Utilization 60.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 793
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 340 133 144 173 69 117 186 1666 130 184 1241 129 v/c Ratio 0.59 0.31 0.10 0.49 0.25 0.08 0.51 0.63 0.09 0.58 0.49 0.09 Control Delay 39.8 39.2 0.1 43.8 44.2 0.1 43.6 21.5 0.1 48.3 20.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.8 39.2 0.1 43.8 44.2 0.1 43.6 21.5 0.1 48.3 20.6 0.1 Queue Length 50th (ft) 100 38 0 51 21 0 55 214 0 55 148 0 Queue Length 95th (ft) 151 70 0 87 44 0 91 278 0 95 211 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 648 851 1500 509 690 1500 506 3049 1500 347 2778 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.52 0.16 0.10 0.34 0.10 0.08 0.37 0.55 0.09 0.53 0.45 0.09 Intersection Summary
794
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 326 128 138 166 66 112 179 1599 125 177 1191 124 Future Volume (veh/h) 326 128 138 166 66 112 179 1599 125 177 1191 124 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 340 133 0 173 69 0 186 1666 0 184 1241 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 440 447 254 231 269 2699 261 2682
Arrive On Green 0.15 0.13 0.00 0.09 0.07 0.00 0.09 0.44 0.00 0.09 0.44 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 340 133 0 173 69 0 186 1666 0 184 1241 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 8.2 2.6 0.0 4.2 1.4 0.0 4.5 15.2 0.0 4.5 10.4 0.0 Cycle Q Clear(g_c), s 8.2 2.6 0.0 4.2 1.4 0.0 4.5 15.2 0.0 4.5 10.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 440 447 254 231 269 2699 261 2682 V/C Ratio(X) 0.77 0.30 0.68 0.30 0.69 0.62 0.71 0.46
Avail Cap(c_a), veh/h 785 1028 617 834 613 3681 420 3279 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.6 28.5 0.0 32.2 32.2 0.0 32.0 15.5 0.0 32.2 14.3 0.0 Incr Delay (d2), s/veh 2.9 0.4 0.0 3.2 0.7 0.0 3.2 0.2 0.0 3.5 0.1 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 2.9 1.0 0.0 1.5 0.6 0.0 1.7 4.8 0.0 1.6 3.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.6 28.8 0.0 35.4 32.9 0.0 35.2 15.8 0.0 35.7 14.4 0.0 LnGrp LOS C C D C D B D B
Approach Vol, veh/h 473 A 242 A 1852 A 1425 A
Approach Delay, s/veh 31.5 34.7 17.7 17.2
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 36.7 10.8 14.2 11.2 36.5 15.5 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.9 15.4 22.2 15.3 39.1 19.6 18.0 Max Q Clear Time (g_c+I1), s 6.5 17.2 6.2 4.6 6.5 12.4 10.2 3.4 Green Ext Time (p_c), s 0.2 15.0 0.3 0.6 0.4 10.5 0.8 0.2 Intersection Summary
HCM 6th Ctrl Delay 20.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 795
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 55 177 241 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
796
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 163 210 464 613 151 39 338 1821 418 40 2129 44 Future Volume (vph) 163 210 464 613 151 39 338 1821 418 40 2129 44 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 175 226 499 659 162 42 363 1958 449 43 2289 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 175 226 499 659 162 42 363 1958 449 43 2289 47 Intersection Summary
797
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 163 210 464 613 151 39 338 1821 418 40 2129 44 Future Volume (vph) 163 210 464 613 151 39 338 1821 418 40 2129 44 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 24.0 22.5 19.0 24.0 22.5 19.0 64.0 9.5 54.5 Total Split (%) 20.0% 18.8% 15.8% 20.0% 18.8% 15.8% 53.3% 7.9% 45.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 12.2 13.0 32.0 19.5 20.3 115.1 14.5 61.5 115.1 5.0 50.0 115.1 Actuated g/C Ratio 0.11 0.11 0.28 0.17 0.18 1.00 0.13 0.53 1.00 0.04 0.43 1.00 v/c Ratio 0.57 0.60 1.09 0.99 0.27 0.03 1.00 0.60 0.30 0.34 0.87 0.03 Control Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.1 0.5 62.1 34.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.1 0.5 62.1 34.2 0.0

LOS E E F F D A F C A E C A
Approach Delay 83.0 69.2 27.1 34.1
Approach LOS F E C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 115.1
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 42.0 Intersection LOS: D
Intersection Capacity Utilization 88.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 798
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 175 226 499 659 162 42 363 1958 449 43 2289 47 v/c Ratio 0.57 0.60 1.09 0.99 0.27 0.03 1.00 0.60 0.30 0.34 0.87 0.03 Control Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.1 0.5 62.1 34.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.4 55.3 104.9 80.0 43.0 0.0 97.5 20.1 0.5 62.1 34.2 0.0 Queue Length 50th (ft) 64 85 ~387 174 55 0 140 289 0 16 437 0 Queue Length 95th (ft) 101 126 #587 #271 91 0 #251 352 0 36 522 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 490 524 457 668 591 1500 364 3244 1500 125 2639 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.43 1.09 0.99 0.27 0.03 1.00 0.60 0.30 0.34 0.87 0.03 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
799
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 163 210 464 613 151 39 338 1821 418 40 2129 44 Future Volume (veh/h) 163 210 464 613 151 39 338 1821 418 40 2129 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 175 226 499 659 162 0 363 1958 0 43 2289 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 229 507 408 647 792 353 3071 93 2525
Arrive On Green 0.08 0.15 0.15 0.16 0.24 0.00 0.12 0.50 0.00 0.03 0.41 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 175 226 499 659 162 0 363 1958 0 43 2289 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.0 7.3 18.0 19.5 4.6 0.0 14.5 28.1 0.0 1.7 42.1 0.0 Cycle Q Clear(g_c), s 7.0 7.3 18.0 19.5 4.6 0.0 14.5 28.1 0.0 1.7 42.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 229 507 408 647 792 353 3071 93 2525 V/C Ratio(X) 0.76 0.45 1.22 1.02 0.20 1.03 0.64 0.46 0.91 Avail Cap(c_a), veh/h 475 507 408 647 792 353 3071 122 2550 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.0 46.2 43.5 50.0 36.7 0.0 52.5 21.7 0.0 56.9 32.8 0.0 Incr Delay (d2), s/veh 5.3 0.6 120.1 40.1 0.1 0.0 55.3 0.4 0.0 3.6 5.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 3.1 25.6 8.8 1.9 0.0 8.0 9.9 0.0 0.7 16.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.2 46.8 163.6 90.1 36.9 0.0 107.8 22.1 0.0 60.5 38.0 0.0 LnGrp LOS E D F F D F C E D
Approach Vol, veh/h 900 821 A 2321 A 2332 A
Approach Delay, s/veh 114.0 79.6 35.5 38.4
Approach LOS F E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.3 64.7 24.0 22.5 19.0 54.0 13.9 32.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 59.5 19.5 18.0 14.5 50.0 19.5 18.0 Max Q Clear Time (g_c+I1), s 3.7 30.1 21.5 20.0 16.5 44.1 9.0 6.6 Green Ext Time (p_c), s 0.0 19.2 0.0 0.0 0.0 5.4 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 53.3
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 800
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 326 177 177 177
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
801
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 283 276 310 204 75 83 376 1528 351 93 1350 114 Future Volume (vph) 283 276 310 204 75 83 376 1528 351 93 1350 114 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 298 291 326 215 79 87 396 1608 369 98 1421 120 Shared Lane Traffic (%)
Lane Group Flow (vph) 298 291 326 215 79 87 396 1608 369 98 1421 120 Intersection Summary
802
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 283 276 310 204 75 83 376 1528 351 93 1350 114 Future Volume (vph) 283 276 310 204 75 83 376 1528 351 93 1350 114 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 22.2 24.3 20.4 22.5 28.0 62.5 12.8 47.3 Total Split (%) 18.5% 20.3% 17.0% 18.8% 23.3% 52.1% 10.7% 39.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 18.4 14.4 100.5 12.8 11.7 100.5 18.9 49.7 100.5 7.9 35.8 100.5 Actuated g/C Ratio 0.18 0.14 1.00 0.13 0.12 1.00 0.19 0.49 1.00 0.08 0.36 1.00 v/c Ratio 0.56 0.60 0.22 0.59 0.20 0.06 0.73 0.54 0.25 0.43 0.66 0.08 Control Delay 46.6 48.1 0.3 51.0 44.5 0.1 48.8 19.3 0.4 55.4 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.6 48.1 0.3 51.0 44.5 0.1 48.8 19.3 0.4 55.4 29.5 0.1

LOS D D A D D A D B A E C A
Approach Delay 30.6 38.1 21.3 28.9
Approach LOS C D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 100.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 26.4 Intersection LOS: C
Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 803
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 298 291 326 215 79 87 396 1608 369 98 1421 120 v/c Ratio 0.56 0.60 0.22 0.59 0.20 0.06 0.73 0.54 0.25 0.43 0.66 0.08 Control Delay 46.6 48.1 0.3 51.0 44.5 0.1 48.8 19.3 0.4 55.4 29.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.6 48.1 0.3 51.0 44.5 0.1 48.8 19.3 0.4 55.4 29.5 0.1 Queue Length 50th (ft) 95 95 0 69 25 0 126 212 0 31 222 0 Queue Length 95th (ft) 164 156 0 122 52 0 204 283 0 67 308 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 564 682 1500 472 620 1500 699 3622 1500 246 2673 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.53 0.43 0.22 0.46 0.13 0.06 0.57 0.44 0.25 0.40 0.53 0.08 Intersection Summary
804
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 283 276 310 204 75 83 376 1528 351 93 1350 114 Future Volume (veh/h) 283 276 310 204 75 83 376 1528 351 93 1350 114 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 298 291 0 215 79 0 396 1608 0 98 1421 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 386 422 296 319 496 2964 164 2268
Arrive On Green 0.13 0.13 0.00 0.10 0.09 0.00 0.17 0.49 0.00 0.06 0.37 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 298 291 0 215 79 0 396 1608 0 98 1421 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 7.7 6.5 0.0 5.6 1.7 0.0 10.2 14.4 0.0 2.6 14.9 0.0 Cycle Q Clear(g_c), s 7.7 6.5 0.0 5.6 1.7 0.0 10.2 14.4 0.0 2.6 14.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 386 422 296 319 496 2964 164 2268 V/C Ratio(X) 0.77 0.69 0.73 0.25 0.80 0.54 0.60 0.63
Avail Cap(c_a), veh/h 659 852 592 775 874 4521 309 3336 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.8 32.7 0.0 34.1 32.8 0.0 31.1 14.0 0.0 36.0 20.1 0.0 Incr Delay (d2), s/veh 3.3 2.0 0.0 3.4 0.4 0.0 3.0 0.2 0.0 3.5 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 2.7 0.0 2.1 0.7 0.0 3.7 4.5 0.0 1.0 5.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.1 34.7 0.0 37.4 33.2 0.0 34.1 14.2 0.0 39.5 20.4 0.0 LnGrp LOS D C D C C B D C
Approach Vol, veh/h 589 A 294 A 2004 A 1519 A
Approach Delay, s/veh 35.4 36.3 18.1 21.6
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.9 42.5 12.5 14.3 17.8 33.6 14.9 11.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.3 58.0 15.9 19.8 23.5 42.8 17.7 18.0 Max Q Clear Time (g_c+I1), s 4.6 16.4 7.6 8.5 12.2 16.9 9.7 3.7 Green Ext Time (p_c), s 0.1 17.7 0.4 1.3 1.1 12.2 0.6 0.3 Intersection Summary
HCM 6th Ctrl Delay 22.9
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 805
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.983 0.850
Flt Protected 0.957
Satd. Flow (prot) 3042 1365 6071 0 0 6071
Flt Permitted 0.957
Satd. Flow (perm) 3042 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 4 4
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
806
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 479 302 2147 0 0 2178
Future Volume (vph) 479 302 2147 0 0 2178
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 499 315 2236 0 0 2269
Shared Lane Traffic (%) 20%
Lane Group Flow (vph) 562 252 2236 0 0 2269
Intersection Summary
807
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 479 302 2147 2178
Future Volume (vph) 479 302 2147 2178
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 41.0 41.0
Total Split (%) 36.9% 36.9% 63.1% 63.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 16.2 16.2 36.4 36.4
Actuated g/C Ratio 0.26 0.26 0.59 0.59
v/c Ratio 0.70 0.70 0.62 0.63
Control Delay 25.4 31.2 9.6 9.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 25.4 31.2 9.6 9.7

LOS C C A A
Approach Delay 27.2 9.6 9.7
Approach LOS C A A
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 61.6
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 12.3 Intersection LOS: B
Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
808
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 562 252 2236 2269
v/c Ratio 0.70 0.70 0.62 0.63
Control Delay 25.4 31.2 9.6 9.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 25.4 31.2 9.6 9.7
Queue Length 50th (ft) 96 91 145 148
Queue Length 95th (ft) 144 169 198 202
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 969 436 3611 3611
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.58 0.58 0.62 0.63
Intersection Summary
809
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 479 302 2147 0 0 2178
Future Volume (veh/h) 479 302 2147 0 0 2178
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 540 271 2236 0 0 2269
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 773 364 3615 0 0 3615
Arrive On Green 0.24 0.24 0.59 0.00 0.00 0.59
Sat Flow, veh/h 3188 1502 6592 0 0 6592
Grp Volume(v), veh/h 540 271 2236 0 0 2269
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 8.4 9.1 12.9 0.0 0.0 13.2
Cycle Q Clear(g_c), s 8.4 9.1 12.9 0.0 0.0 13.2
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 773 364 3615 0 0 3615
V/C Ratio(X) 0.70 0.74 0.62 0.00 0.00 0.63
Avail Cap(c_a), veh/h 1137 536 4070 0 0 4070
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 18.9 19.1 7.2 0.0 0.0 7.2
Incr Delay (d2), s/veh 1.2 3.2 0.2 0.0 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 3.2 3.0 0.0 0.0 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.0 22.3 7.4 0.0 0.0 7.5
LnGrp LOS C C A A A A
Approach Vol, veh/h 811 2236 2269
Approach Delay, s/veh 20.8 7.4 7.5
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 36.9 36.9 17.7
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 36.5 19.5
Max Q Clear Time (g_c+I1), s 14.9 15.2 11.1
Green Ext Time (p_c), s 17.2 17.2 2.1
Intersection Summary
HCM 6th Ctrl Delay 9.5
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 810
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 147 136 294 60
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
811
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 745 189 228 243 289 61 231 980 435 319 1031 460 Future Volume (vph) 745 189 228 243 289 61 231 980 435 319 1031 460 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 776 197 238 253 301 64 241 1021 453 332 1074 479 Shared Lane Traffic (%)
Lane Group Flow (vph) 776 197 238 253 301 64 241 1021 453 332 1074 479 Intersection Summary
812
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 745 189 228 243 289 61 231 980 435 319 1031 460 Future Volume (vph) 745 189 228 243 289 61 231 980 435 319 1031 460 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 45.0 35.5 35.5 32.0 22.5 22.5 16.0 32.5 32.0 20.0 36.5 45.0 Total Split (%) 37.5% 29.6% 29.6% 26.7% 18.8% 18.8% 13.3% 27.1% 26.7% 16.7% 30.4% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 34.6 34.1 34.1 15.3 14.8 14.8 11.5 25.6 45.5 15.2 29.3 68.4 Actuated g/C Ratio 0.32 0.31 0.31 0.14 0.14 0.14 0.11 0.24 0.42 0.14 0.27 0.63 v/c Ratio 0.84 0.36 0.42 0.62 0.66 0.20 0.79 0.71 0.57 0.82 0.66 0.49 Control Delay 44.4 32.0 14.5 52.0 53.2 1.4 68.5 42.1 11.1 64.8 38.1 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.4 32.0 14.5 52.0 53.2 1.4 68.5 42.1 11.1 64.8 38.1 11.3

LOS D C B D D A E D B E D B
Approach Delay 36.5 47.3 37.6 36.0
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 108.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 37.9 Intersection LOS: D
Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 813
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 776 197 238 253 301 64 241 1021 453 332 1074 479 v/c Ratio 0.84 0.36 0.42 0.62 0.66 0.20 0.79 0.71 0.57 0.82 0.66 0.49 Control Delay 44.4 32.0 14.5 52.0 53.2 1.4 68.5 42.1 11.1 64.8 38.1 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.4 32.0 14.5 52.0 53.2 1.4 68.5 42.1 11.1 64.8 38.1 11.3 Queue Length 50th (ft) 270 109 48 92 112 0 91 200 79 125 202 144 Queue Length 95th (ft) 357 186 124 135 164 0 #170 253 176 #215 256 233 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1098 581 593 745 565 366 311 1594 940 420 1821 1056 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.71 0.34 0.40 0.34 0.53 0.17 0.77 0.64 0.48 0.79 0.59 0.45 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
814
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 745 189 228 243 289 61 231 980 435 319 1031 460 Future Volume (veh/h) 745 189 228 243 289 61 231 980 435 319 1031 460 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 776 197 238 253 301 64 241 1021 453 332 1074 479 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 871 541 459 325 397 177 295 1667 578 389 1862 908 Arrive On Green 0.30 0.31 0.31 0.11 0.12 0.12 0.10 0.27 0.27 0.13 0.31 0.31 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 776 197 238 253 301 64 241 1021 453 332 1074 479 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 26.1 8.9 13.4 8.7 8.9 4.0 8.3 15.0 27.2 11.4 15.2 19.0 Cycle Q Clear(g_c), s 26.1 8.9 13.4 8.7 8.9 4.0 8.3 15.0 27.2 11.4 15.2 19.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 871 541 459 325 397 177 295 1667 578 389 1862 908 V/C Ratio(X) 0.89 0.36 0.52 0.78 0.76 0.36 0.82 0.61 0.78 0.85 0.58 0.53 Avail Cap(c_a), veh/h 1151 541 459 782 592 264 327 1667 578 440 1905 919 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 34.3 27.8 29.3 44.3 43.8 41.6 45.1 32.5 27.7 43.4 30.0 11.7 Incr Delay (d2), s/veh 7.2 0.4 1.0 4.1 3.2 1.2 13.6 0.7 7.0 13.7 0.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.9 3.8 4.9 3.3 3.8 1.5 3.5 5.5 10.6 4.8 5.6 6.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.5 28.2 30.4 48.3 46.9 42.9 58.7 33.1 34.7 57.1 30.4 12.3 LnGrp LOS D C C D D D E C C E C B
Approach Vol, veh/h 1211 618 1715 1885
Approach Delay, s/veh 37.1 47.1 37.1 30.5
Approach LOS D D D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.2 32.5 15.9 35.8 14.9 35.8 35.2 16.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 28.0 27.5 31.0 11.5 32.0 40.5 18.0 Max Q Clear Time (g_c+I1), s 13.4 29.2 10.7 15.4 10.3 21.0 28.1 10.9 Green Ext Time (p_c), s 0.3 0.0 0.8 1.7 0.1 6.7 2.6 1.2 Intersection Summary
HCM 6th Ctrl Delay 36.0
HCM 6th LOS D
815
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.955
Satd. Flow (prot) 3066 1365 0 6071 6071 0
Flt Permitted 0.955
Satd. Flow (perm) 3066 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 6 16
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
816
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 485 237 0 2369 1826 0
Future Volume (vph) 485 237 0 2369 1826 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 505 247 0 2468 1902 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 530 222 0 2468 1902 0
Intersection Summary
817
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 485 237 2369 1826
Future Volume (vph) 485 237 2369 1826
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 54.0 54.0
Total Split (%) 32.5% 32.5% 67.5% 67.5%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 18.0 18.0 49.1 49.1
Actuated g/C Ratio 0.24 0.24 0.65 0.65
v/c Ratio 0.73 0.66 0.63 0.49
Control Delay 32.8 34.8 9.4 7.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.8 34.8 9.4 7.8

LOS C C A A
Approach Delay 33.4 9.4 7.8
Approach LOS C A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 76.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 12.3 Intersection LOS: B
Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
818
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 530 222 2468 1902
v/c Ratio 0.73 0.66 0.63 0.49
Control Delay 32.8 34.8 9.4 7.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.8 34.8 9.4 7.8
Queue Length 50th (ft) 119 97 186 123
Queue Length 95th (ft) 170 176 243 163
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 873 398 3964 3964
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.61 0.56 0.62 0.48
Intersection Summary
819
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 485 237 0 2369 1826 0
Future Volume (veh/h) 485 237 0 2369 1826 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 505 247 0 2468 1902 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 686 323 0 3962 3962 0
Arrive On Green 0.22 0.22 0.00 0.65 0.65 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 505 247 0 2468 1902 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 9.9 10.3 0.0 15.9 10.6 0.0
Cycle Q Clear(g_c), s 9.9 10.3 0.0 15.9 10.6 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 686 323 0 3962 3962 0
V/C Ratio(X) 0.74 0.76 0.00 0.62 0.48 0.00
Avail Cap(c_a), veh/h 1026 483 0 4518 4518 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 24.4 24.6 0.0 6.9 5.9 0.0
Incr Delay (d2), s/veh 1.6 4.1 0.0 0.2 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.7 3.8 0.0 3.8 2.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.0 28.7 0.0 7.1 6.0 0.0
LnGrp LOS C C A A A A
Approach Vol, veh/h 752 2468 1902
Approach Delay, s/veh 26.9 7.1 6.0
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 47.9 18.9 47.9
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 21.5 49.5
Max Q Clear Time (g_c+I1), s 17.9 12.3 12.6
Green Ext Time (p_c), s 25.5 2.1 21.3
Intersection Summary
HCM 6th Ctrl Delay 9.6
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 820
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 11 92
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
821
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 493 194 313 1159 978 540
Future Volume (vph) 493 194 313 1159 978 540
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 508 200 323 1195 1008 557
Shared Lane Traffic (%)
Lane Group Flow (vph) 508 200 323 1195 1008 557
Intersection Summary
822
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 493 194 313 1159 978 540
Future Volume (vph) 493 194 313 1159 978 540
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 22.5 14.9 14.9 37.5 22.6 22.5
Total Split (%) 37.5% 24.8% 24.8% 62.5% 37.7% 37.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 15.0 29.3 9.7 30.5 16.2 35.8
Actuated g/C Ratio 0.27 0.54 0.18 0.56 0.30 0.65
v/c Ratio 0.64 0.25 0.63 0.35 0.56 0.55
Control Delay 22.0 7.6 28.2 7.3 18.0 6.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.0 7.6 28.2 7.3 18.0 6.5

LOS C A C A B A
Approach Delay 17.9 11.7 13.9
Approach LOS B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 13.8 Intersection LOS: B
Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
823
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 508 200 323 1195 1008 557
v/c Ratio 0.64 0.25 0.63 0.35 0.56 0.55
Control Delay 22.0 7.6 28.2 7.3 18.0 6.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.0 7.6 28.2 7.3 18.0 6.5
Queue Length 50th (ft) 79 32 55 59 84 63
Queue Length 95th (ft) 122 62 93 82 116 123
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 968 832 559 3728 2045 1099
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.52 0.24 0.58 0.32 0.49 0.51
Intersection Summary
824
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 493 194 313 1159 978 540
Future Volume (veh/h) 493 194 313 1159 978 540
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 508 200 323 1195 1008 557
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 689 583 440 3556 2086 869
Arrive On Green 0.24 0.24 0.15 0.58 0.34 0.34
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 508 200 323 1195 1008 557
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 8.1 4.7 5.3 5.1 6.5 12.4
Cycle Q Clear(g_c), s 8.1 4.7 5.3 5.1 6.5 12.4
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 689 583 440 3556 2086 869
V/C Ratio(X) 0.74 0.34 0.73 0.34 0.48 0.64
Avail Cap(c_a), veh/h 1046 767 604 4017 2203 898
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 17.7 10.8 20.3 5.4 13.0 7.1
Incr Delay (d2), s/veh 1.6 0.3 3.0 0.1 0.2 1.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.5 4.5 1.8 1.1 1.9 5.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.2 11.2 23.2 5.5 13.2 8.5
LnGrp LOS B B C A B A
Approach Vol, veh/h 708 1518 1565
Approach Delay, s/veh 16.9 9.2 11.5
Approach LOS B A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 33.7 16.4 12.1 21.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 18.0 10.4 18.1
Max Q Clear Time (g_c+I1), s 7.1 10.1 7.3 14.4
Green Ext Time (p_c), s 9.9 1.8 0.4 2.7
Intersection Summary
HCM 6th Ctrl Delay 11.6
HCM 6th LOS B
825
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.972 0.850 0.850 0.990
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4683 0 2891 3353 1500 2891 4818 1500 2891 6010 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 49 173 262 15
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
826
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 50 530 123 199 503 163 178 1103 347 169 1072 76 Future Volume (vph) 50 530 123 199 503 163 178 1103 347 169 1072 76 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 53 564 131 212 535 173 189 1173 369 180 1140 81 Shared Lane Traffic (%)
Lane Group Flow (vph) 53 695 0 212 535 173 189 1173 369 180 1221 0 Intersection Summary
827
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 50 530 199 503 163 178 1103 347 169 1072 Future Volume (vph) 50 530 199 503 163 178 1103 347 169 1072 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 27.6 17.0 35.1 35.1 21.0 40.4 15.0 34.4 Total Split (%) 9.5% 27.6% 17.0% 35.1% 35.1% 21.0% 40.4% 15.0% 34.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.0 19.4 11.2 27.7 27.7 11.5 36.1 94.5 9.7 34.3 Actuated g/C Ratio 0.05 0.21 0.12 0.29 0.29 0.12 0.38 1.00 0.10 0.36 v/c Ratio 0.35 0.69 0.62 0.54 0.31 0.54 0.64 0.25 0.61 0.56 Control Delay 51.7 36.3 48.8 30.9 5.7 45.3 26.7 0.4 50.8 26.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 51.7 36.3 48.8 30.9 5.7 45.3 26.7 0.4 50.8 26.1

LOS D D D C A D C A D C
Approach Delay 37.4 30.3 23.1 29.2
Approach LOS D C C C
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 94.5
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 28.5 Intersection LOS: C
Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
828
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 53 695 212 535 173 189 1173 369 180 1221 v/c Ratio 0.35 0.69 0.62 0.54 0.31 0.54 0.64 0.25 0.61 0.56 Control Delay 51.7 36.3 48.8 30.9 5.7 45.3 26.7 0.4 50.8 26.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 51.7 36.3 48.8 30.9 5.7 45.3 26.7 0.4 50.8 26.1 Queue Length 50th (ft) 16 135 64 147 0 57 217 0 55 171
Queue Length 95th (ft) 37 178 105 200 47 91 280 0 93 231 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 153 1186 384 1090 604 507 1838 1500 322 2189 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.35 0.59 0.55 0.49 0.29 0.37 0.64 0.25 0.56 0.56 Intersection Summary
829
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 530 123 199 503 163 178 1103 347 169 1072 76 Future Volume (veh/h) 50 530 123 199 503 163 178 1103 347 169 1072 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 53 564 131 212 535 173 189 1173 0 180 1140 81 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 121 773 176 281 846 377 261 2007 245 2396 169 Arrive On Green 0.04 0.20 0.20 0.10 0.25 0.25 0.09 0.41 0.00 0.08 0.41 0.41 Sat Flow, veh/h 2910 3939 896 2910 3367 1502 2910 4837 1502 2910 5855 414 Grp Volume(v), veh/h 53 460 235 212 535 173 189 1173 0 180 889 332 Grp Sat Flow(s),veh/h/ln 1455 1612 1611 1455 1683 1502 1455 1612 1502 1455 1524 1697 Q Serve(g_s), s 1.5 11.6 11.9 6.1 12.2 8.4 5.5 16.2 0.0 5.2 12.3 12.4 Cycle Q Clear(g_c), s 1.5 11.6 11.9 6.1 12.2 8.4 5.5 16.2 0.0 5.2 12.3 12.4 Prop In Lane 1.00 0.56 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 121 633 316 281 846 377 261 2007 245 1871 695 V/C Ratio(X) 0.44 0.73 0.74 0.75 0.63 0.46 0.72 0.58 0.73 0.48 0.48 Avail Cap(c_a), veh/h 168 861 430 420 1191 531 555 2007 353 1871 695 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.5 32.6 32.7 38.1 28.8 27.4 38.3 19.6 0.0 38.7 18.7 18.8 Incr Delay (d2), s/veh 2.5 2.0 4.6 4.2 0.8 0.9 3.8 1.3 0.0 4.5 0.9 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 0.6 4.6 4.9 2.3 4.9 3.0 2.1 6.0 0.0 2.0 4.3 5.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 34.6 37.4 42.3 29.6 28.3 42.1 20.8 0.0 43.2 19.6 21.1 LnGrp LOS D C D D C C D C D B C
Approach Vol, veh/h 748 920 1362 A 1401
Approach Delay, s/veh 36.1 32.3 23.8 23.0
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.8 40.4 12.9 21.5 12.3 39.9 8.1 26.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 35.9 12.5 23.1 16.5 29.9 5.0 30.6 Max Q Clear Time (g_c+I1), s 7.2 18.2 8.1 13.9 7.5 14.4 3.5 14.2 Green Ext Time (p_c), s 0.2 8.0 0.3 3.1 0.4 7.4 0.0 3.9 Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 830
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.999 0.850 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1667 6065 0 1583 4818 1500 1667 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1667 6065 0 1583 4818 1500 1667 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 1 153 387 401
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
831
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 1125 4 3 877 4 0 0 4 3 0 1
Future Volume (vph) 0 1125 4 3 877 4 0 0 4 3 0 1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 1160 4 3 904 4 0 0 4 3 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1164 0 3 904 4 0 0 4 3 1 0
Intersection Summary
832
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT Ø5 Ø7
Lane Configurations
Traffic Volume (vph) 1125 3 877 4 4 3 0
Future Volume (vph) 1125 3 877 4 4 3 0
Turn Type NA Prot NA Perm Perm Prot NA
Protected Phases 4 3 8 1 6 5 7
Permitted Phases 8 2
Detector Phase 4 3 8 8 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 9.5 22.5 9.5 9.5 Total Split (s) 27.0 9.5 27.0 27.0 23.5 15.0 26.5 12.0 9.5 Total Split (%) 36.0% 12.7% 36.0% 36.0% 31.3% 20.0% 35.3% 16% 13% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lag Lead Lag Lag Lag Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None Min None Min None None
Act Effct Green (s) 16.7 5.4 17.8 17.8 6.0 6.0 7.2
Actuated g/C Ratio 0.48 0.16 0.51 0.51 0.17 0.17 0.21
v/c Ratio 0.40 0.01 0.37 0.00 0.01 0.01 0.00
Control Delay 7.3 19.0 5.6 0.0 0.0 18.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 7.3 19.0 5.6 0.0 0.0 18.0 0.0

LOS A B A A A B A
Approach Delay 7.3 5.6 13.5
Approach LOS A A B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 34.8
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.40
Intersection Signal Delay: 6.5 Intersection LOS: A
Intersection Capacity Utilization 36.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 833
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT WBL WBT WBR NBR SBL SBT
Lane Group Flow (vph) 1164 3 904 4 4 3 1
v/c Ratio 0.40 0.01 0.37 0.00 0.01 0.01 0.00
Control Delay 7.3 19.0 5.6 0.0 0.0 18.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 7.3 19.0 5.6 0.0 0.0 18.0 0.0
Queue Length 50th (ft) 24 1 24 0 0 1 0
Queue Length 95th (ft) 110 8 75 0 0 7 0
Internal Link Dist (ft) 2546 362 358
Turn Bay Length (ft) 130 145 165 50
Base Capacity (vph) 4243 245 3530 1140 1044 517 2076
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.01 0.26 0.00 0.00 0.01 0.00
Intersection Summary
834
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1125 4 3 877 4 0 0 4 3 0 1
Future Volume (veh/h) 0 1125 4 3 877 4 0 0 4 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 0 1160 4 3 904 4 0 0 4 3 0 1
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 4 2394 8 7 2433 755 4 236 200 7 433 386
Arrive On Green 0.00 0.38 0.38 0.00 0.50 0.50 0.00 0.00 0.13 0.00 0.00 0.26 Sat Flow, veh/h 1594 6318 22 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 0 839 325 3 904 4 0 0 4 3 0 1
Grp Sat Flow(s),veh/h/ln 1594 1524 1768 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.0 5.2 5.2 0.1 4.3 0.0 0.0 0.0 0.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.2 5.2 0.1 4.3 0.0 0.0 0.0 0.1 0.1 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 4 1733 670 7 2433 755 4 236 200 7 433 386 V/C Ratio(X) 0.00 0.48 0.48 0.46 0.37 0.01 0.00 0.00 0.02 0.46 0.00 0.00 Avail Cap(c_a), veh/h 212 2741 1060 212 2900 900 318 897 760 446 987 880 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) 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.9 8.9 18.6 5.7 4.6 0.0 0.0 14.1 18.6 0.0 10.4 Incr Delay (d2), s/veh 0.0 0.2 0.5 42.9 0.1 0.0 0.0 0.0 0.0 42.9 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 0.0 1.3 1.5 0.1 0.9 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 9.1 9.4 61.5 5.8 4.7 0.0 0.0 14.2 61.5 0.0 10.4 LnGrp LOS A A A E A A A A B E A B
Approach Vol, veh/h 1164 911 4 4
Approach Delay, s/veh 9.2 6.0 14.2 48.7
Approach LOS A A B D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 4.7 9.5 4.7 18.7 0.0 14.2 0.0 23.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 19.0 5.0 22.5 7.5 22.0 5.0 22.5 Max Q Clear Time (g_c+I1), s 2.1 2.1 2.1 7.2 0.0 2.0 0.0 6.3 Green Ext Time (p_c), s 0.0 0.0 0.0 7.0 0.0 0.0 0.0 5.8 Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
835
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.993 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.953
Satd. Flow (prot) 2891 6065 0 1583 4784 0 1583 1765 1500 0 1682 1500 Flt Permitted 0.950 0.950 0.726 0.731
Satd. Flow (perm) 2891 6065 0 1583 4784 0 1210 1765 1500 0 1290 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 15 226 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
836
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 11 1106 8 5 850 45 3 0 8 45 1 15
Future Volume (vph) 11 1106 8 5 850 45 3 0 8 45 1 15
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 11 1140 8 5 876 46 3 0 8 46 1 15
Shared Lane Traffic (%)
Lane Group Flow (vph) 11 1148 0 5 922 0 3 0 8 0 47 15
Intersection Summary
837
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1106 5 850 3 8 45 1 15
Future Volume (vph) 11 1106 5 850 3 8 45 1 15
Turn Type Prot NA Prot NA Perm Perm Perm NA Perm
Protected Phases 7 4 3 8 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 25.0 11.0 26.4 24.0 24.0 24.0 24.0 24.0 Total Split (%) 16.0% 41.7% 18.3% 44.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min
Act Effct Green (s) 5.4 16.2 6.0 16.3 7.0 7.0 7.0 7.0
Actuated g/C Ratio 0.16 0.48 0.18 0.48 0.21 0.21 0.21 0.21 v/c Ratio 0.02 0.40 0.02 0.40 0.01 0.02 0.18 0.04
Control Delay 16.8 6.9 16.4 6.8 14.3 0.0 15.8 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.8 6.9 16.4 6.8 14.3 0.0 15.8 0.2

LOS B A B A B A B A
Approach Delay 7.0 6.8 12.0
Approach LOS A A B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 34.1
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.40
Intersection Signal Delay: 7.0 Intersection LOS: A
Intersection Capacity Utilization 38.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 838
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT NBL NBR SBT SBR
Lane Group Flow (vph) 11 1148 5 922 3 8 47 15
v/c Ratio 0.02 0.40 0.02 0.40 0.01 0.02 0.18 0.04
Control Delay 16.8 6.9 16.4 6.8 14.3 0.0 15.8 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.8 6.9 16.4 6.8 14.3 0.0 15.8 0.2
Queue Length 50th (ft) 1 27 1 27 1 0 6 0
Queue Length 95th (ft) 7 88 9 89 6 0 34 0
Internal Link Dist (ft) 362 428 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 455 3847 317 3239 728 992 776 946
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.30 0.02 0.28 0.00 0.01 0.06 0.02 Intersection Summary
839
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 1106 8 5 850 45 3 0 8 45 1 15 Future Volume (veh/h) 11 1106 8 5 850 45 3 0 8 45 1 15
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 11 1140 8 5 876 46 3 0 8 46 1 15
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 42 2554 18 11 1874 98 400 281 238 444 7 238
Arrive On Green 0.01 0.41 0.41 0.01 0.40 0.40 0.16 0.00 0.16 0.16 0.16 0.16 Sat Flow, veh/h 2910 6291 44 1594 4706 247 1320 1772 1502 1371 45 1502 Grp Volume(v), veh/h 11 828 320 5 600 322 3 0 8 47 0 15 Grp Sat Flow(s),veh/h/ln 1455 1524 1764 1594 1612 1728 1320 1772 1502 1417 0 1502 Q Serve(g_s), s 0.1 4.1 4.1 0.1 4.3 4.3 0.1 0.0 0.1 0.9 0.0 0.3 Cycle Q Clear(g_c), s 0.1 4.1 4.1 0.1 4.3 4.3 1.0 0.0 0.1 0.9 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.14 1.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 42 1856 716 11 1284 688 400 281 238 451 0 238 V/C Ratio(X) 0.26 0.45 0.45 0.46 0.47 0.47 0.01 0.00 0.03 0.10 0.00 0.06 Avail Cap(c_a), veh/h 471 2975 1148 329 2242 1201 1008 1097 929 1101 0 929 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 15.4 6.8 6.8 15.6 7.0 7.0 11.9 0.0 11.2 11.5 0.0 11.3 Incr Delay (d2), s/veh 3.2 0.2 0.4 27.6 0.3 0.5 0.0 0.0 0.1 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 0.1 0.8 1.0 0.1 0.9 1.0 0.0 0.0 0.0 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.5 7.0 7.2 43.2 7.3 7.5 12.0 0.0 11.3 11.6 0.0 11.4 LnGrp LOS B A A D A A B A B B A B
Approach Vol, veh/h 1159 927 11 62
Approach Delay, s/veh 7.1 7.5 11.5 11.6
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 4.7 17.3 9.5 5.0 17.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 6.5 20.5 19.5 5.1 21.9 Max Q Clear Time (g_c+I1), s 3.0 2.1 6.1 2.9 2.1 6.3
Green Ext Time (p_c), s 0.0 0.0 6.6 0.2 0.0 5.5
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
840
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.991 0.865
Flt Protected
Satd. Flow (prot) 4774 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4774 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
841
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 1087 72 0 920 0 15
Future Volume (vph) 1087 72 0 920 0 15
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1144 76 0 968 0 16
Shared Lane Traffic (%)
Lane Group Flow (vph) 1220 0 0 968 0 16
Intersection Summary
842
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1087 72 0 920 0 15
Future Vol, veh/h 1087 72 0 920 0 15
Conflicting Peds, #/hr 0 0 0 0 0 0
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1144 76 0 968 0 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 610
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 375
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 375
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 15

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 375 - - -
HCM Lane V/C Ratio 0.042 - - -
HCM Control Delay (s) 15 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.1 - - -
843
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5931 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 259 281 95 38
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
844
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 263 882 272 507 636 267 199 820 350 375 793 146 Future Volume (vph) 263 882 272 507 636 267 199 820 350 375 793 146 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 277 928 286 534 669 281 209 863 368 395 835 154 Shared Lane Traffic (%)
Lane Group Flow (vph) 277 928 286 534 669 281 209 863 368 395 989 0 Intersection Summary
845
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 263 882 272 507 636 267 199 820 350 375 793 Future Volume (vph) 263 882 272 507 636 267 199 820 350 375 793 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 28.0 37.0 37.0 28.0 37.0 37.0 19.0 30.0 28.0 25.0 36.0 Total Split (%) 23.3% 30.8% 30.8% 23.3% 30.8% 30.8% 15.8% 25.0% 23.3% 20.8% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 16.2 29.5 29.5 23.0 36.3 36.3 12.6 22.9 50.4 18.8 29.2 Actuated g/C Ratio 0.14 0.26 0.26 0.20 0.32 0.32 0.11 0.20 0.45 0.17 0.26 v/c Ratio 0.67 0.73 0.49 0.91 0.43 0.42 0.65 0.70 0.51 0.82 0.63 Control Delay 54.6 42.3 9.1 65.2 32.1 5.8 58.8 45.4 19.4 60.6 37.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.6 42.3 9.1 65.2 32.1 5.8 58.8 45.4 19.4 60.6 37.9

LOS D D A E C A E D B E D
Approach Delay 38.2 39.0 40.7 44.4
Approach LOS D D D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 112.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 40.5 Intersection LOS: D
Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
846
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 277 928 286 534 669 281 209 863 368 395 989 v/c Ratio 0.67 0.73 0.49 0.91 0.43 0.42 0.65 0.70 0.51 0.82 0.63 Control Delay 54.6 42.3 9.1 65.2 32.1 5.8 58.8 45.4 19.4 60.6 37.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.6 42.3 9.1 65.2 32.1 5.8 58.8 45.4 19.4 60.6 37.9 Queue Length 50th (ft) 105 235 15 209 145 0 79 179 147 151 187 Queue Length 95th (ft) 146 289 89 #319 197 65 121 217 238 #224 227 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 610 1406 621 610 1565 676 376 1390 735 532 1705 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.45 0.66 0.46 0.88 0.43 0.42 0.56 0.62 0.50 0.74 0.58 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
847
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 263 882 272 507 636 267 199 820 350 375 793 146 Future Volume (veh/h) 263 882 272 507 636 267 199 820 350 375 793 146 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 277 928 286 534 669 281 209 863 368 395 835 154 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 344 1205 374 589 1613 501 266 1371 642 456 1517 274 Arrive On Green 0.12 0.25 0.25 0.20 0.33 0.33 0.09 0.22 0.22 0.16 0.29 0.29 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5229 945 Grp Volume(v), veh/h 277 928 286 534 669 281 209 863 368 395 728 261 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1602 Q Serve(g_s), s 10.0 19.2 19.0 19.3 11.5 16.5 7.6 13.8 20.0 14.3 14.5 14.9 Cycle Q Clear(g_c), s 10.0 19.2 19.0 19.3 11.5 16.5 7.6 13.8 20.0 14.3 14.5 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.59
Lane Grp Cap(c), veh/h 344 1205 374 589 1613 501 266 1371 642 456 1326 465 V/C Ratio(X) 0.81 0.77 0.76 0.91 0.41 0.56 0.79 0.63 0.57 0.87 0.55 0.56 Avail Cap(c_a), veh/h 634 1458 453 634 1613 501 391 1442 659 553 1336 468 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 46.3 37.6 37.5 42.0 27.8 29.5 47.9 37.7 23.4 44.4 32.3 32.4 Incr Delay (d2), s/veh 4.5 2.1 6.2 16.1 0.2 1.4 6.3 0.8 1.2 11.8 0.5 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 3.8 7.7 7.6 8.2 4.4 6.1 3.0 5.2 7.1 5.9 5.4 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.8 39.7 43.8 58.1 28.0 30.9 54.2 38.5 24.6 56.2 32.8 34.0 LnGrp LOS D D D E C C D D C E C C
Approach Vol, veh/h 1491 1484 1440 1384
Approach Delay, s/veh 42.6 39.3 37.2 39.7
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.4 28.7 26.3 31.3 14.3 35.8 17.2 40.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 25.5 23.5 32.5 14.5 31.5 23.5 32.5 Max Q Clear Time (g_c+I1), s 16.3 22.0 21.3 21.2 9.6 16.9 12.0 18.5 Green Ext Time (p_c), s 0.6 2.2 0.5 5.6 0.3 5.9 0.7 4.8 Intersection Summary
HCM 6th Ctrl Delay 39.7
HCM 6th LOS D
848
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.947 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3042 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 3042 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 156 277 375 79 403
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
849
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 702 1026 150 394 846 404 175 306 469 65 607 745 Future Volume (vph) 702 1026 150 394 846 404 175 306 469 65 607 745 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 731 1069 156 410 881 421 182 319 489 68 632 776 Shared Lane Traffic (%) 44%
Lane Group Flow (vph) 731 1069 156 410 881 421 182 319 489 68 973 435 Intersection Summary
850
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 702 1026 150 394 846 404 175 306 469 65 607 745 Future Volume (vph) 702 1026 150 394 846 404 175 306 469 65 607 745 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 29.0 40.1 40.1 22.0 33.1 33.1 13.0 46.9 46.9 11.0 44.9 44.9 Total Split (%) 24.2% 33.4% 33.4% 18.3% 27.6% 27.6% 10.8% 39.1% 39.1% 9.2% 37.4% 37.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 24.5 34.7 34.7 17.5 27.7 27.7 8.5 41.4 41.4 6.5 39.4 39.4 Actuated g/C Ratio 0.21 0.29 0.29 0.15 0.23 0.23 0.07 0.35 0.35 0.06 0.33 0.33 v/c Ratio 1.22 0.76 0.28 0.96 0.78 0.75 1.60 0.27 0.64 0.78 0.91 0.60 Control Delay 153.1 42.0 6.3 84.6 48.1 23.3 342.4 28.4 11.7 106.7 48.3 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 153.1 42.0 6.3 84.6 48.1 23.3 342.4 28.4 11.7 106.7 48.3 8.0

LOS F D A F D C F C B F D A
Approach Delay 80.7 50.7 77.9 39.1
Approach LOS F D E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.1
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.60
Intersection Signal Delay: 61.9 Intersection LOS: E
Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
851
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 731 1069 156 410 881 421 182 319 489 68 973 435 v/c Ratio 1.22 0.76 0.28 0.96 0.78 0.75 1.60 0.27 0.64 0.78 0.91 0.60 Control Delay 153.1 42.0 6.3 84.6 48.1 23.3 342.4 28.4 11.7 106.7 48.3 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 153.1 42.0 6.3 84.6 48.1 23.3 342.4 28.4 11.7 106.7 48.3 8.0 Queue Length 50th (ft) ~362 273 0 164 234 103 ~203 92 61 53 366 18 Queue Length 95th (ft) #484 328 50 #267 285 232 #351 130 180 #137 #500 119 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 600 1454 561 428 1168 573 114 1205 779 87 1093 732 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.22 0.74 0.28 0.96 0.75 0.73 1.60 0.26 0.63 0.78 0.89 0.59 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
852
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 702 1026 150 394 846 404 175 306 469 65 607 745 Future Volume (veh/h) 702 1026 150 394 846 404 175 306 469 65 607 745 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 731 1069 156 410 881 421 182 319 489 68 623 782 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 594 1435 445 424 1153 358 113 1194 533 84 597 1011 Arrive On Green 0.20 0.30 0.30 0.15 0.24 0.24 0.07 0.35 0.35 0.05 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 731 1069 156 410 881 421 182 319 489 68 623 782 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 24.5 23.9 9.8 16.8 20.4 28.6 8.5 8.1 37.4 5.1 40.4 28.0 Cycle Q Clear(g_c), s 24.5 23.9 9.8 16.8 20.4 28.6 8.5 8.1 37.4 5.1 40.4 28.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 594 1435 445 424 1153 358 113 1194 533 84 597 1011 V/C Ratio(X) 1.23 0.74 0.35 0.97 0.76 1.18 1.61 0.27 0.92 0.81 1.04 0.77 Avail Cap(c_a), veh/h 594 1435 445 424 1153 358 113 1194 533 86 597 1011 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 47.8 38.1 33.1 51.0 42.6 45.7 55.8 27.6 37.0 56.2 39.8 35.7 Incr Delay (d2), s/veh 117.9 2.2 0.5 34.8 3.1 104.8 312.5 0.1 21.0 40.9 48.9 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 18.5 9.7 3.6 8.2 8.4 21.0 13.2 3.3 16.6 3.0 25.4 10.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 165.6 40.3 33.6 85.8 45.7 150.5 368.2 27.7 58.1 97.1 88.7 39.5 LnGrp LOS F D C F D F F C E F F D
Approach Vol, veh/h 1956 1712 990 1473
Approach Delay, s/veh 86.6 81.0 105.3 63.0
Approach LOS F F F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.8 47.1 22.0 40.1 13.0 44.9 29.0 33.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 42.4 17.5 35.6 8.5 40.4 24.5 28.6 Max Q Clear Time (g_c+I1), s 7.1 39.4 18.8 25.9 10.5 42.4 26.5 30.6 Green Ext Time (p_c), s 0.0 1.2 0.0 5.3 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 82.4
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. 853
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.981 0.938 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.996
Satd. Flow (prot) 2891 4818 1500 1583 4726 0 1583 3145 0 1504 1670 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.996
Satd. Flow (perm) 2891 4818 1500 1583 4726 0 1583 3145 0 1504 1670 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 18 48 444
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
854
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 975 459 89 31 488 70 91 65 45 68 73 1090 Future Volume (vph) 975 459 89 31 488 70 91 65 45 68 73 1090 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1037 488 95 33 519 74 97 69 48 72 78 1160 Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1037 488 95 33 593 0 97 117 0 65 85 1160 Intersection Summary
855
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 975 459 89 31 488 91 65 68 73 1090 Future Volume (vph) 975 459 89 31 488 91 65 68 73 1090
Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 50.5 62.0 62.0 11.0 22.5 23.0 23.0 24.0 24.0 50.5 Total Split (%) 42.1% 51.7% 51.7% 9.2% 18.8% 19.2% 19.2% 20.0% 20.0% 42.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 43.5 58.2 58.2 6.3 17.2 11.6 11.6 10.6 10.6 58.7 Actuated g/C Ratio 0.43 0.58 0.58 0.06 0.17 0.12 0.12 0.11 0.11 0.59 v/c Ratio 0.83 0.17 0.10 0.33 0.72 0.53 0.29 0.41 0.48 0.67 Control Delay 33.2 11.7 3.3 58.8 44.8 54.9 28.3 52.6 54.3 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.2 11.7 3.3 58.8 44.8 54.9 28.3 52.6 54.3 10.7

LOS C B A E D D C D D B
Approach Delay 25.0 45.5 40.3 15.6
Approach LOS C D D B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 100.3
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 26.0 Intersection LOS: C
Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
856
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 1037 488 95 33 593 97 117 65 85 1160 v/c Ratio 0.83 0.17 0.10 0.33 0.72 0.53 0.29 0.41 0.48 0.67 Control Delay 33.2 11.7 3.3 58.8 44.8 54.9 28.3 52.6 54.3 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.2 11.7 3.3 58.8 44.8 54.9 28.3 52.6 54.3 10.7 Queue Length 50th (ft) 301 56 0 22 132 62 22 43 56 168
Queue Length 95th (ft) #492 93 27 57 193 120 51 92 114 278 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 1350 2891 938 104 926 297 630 297 330 1802 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.77 0.17 0.10 0.32 0.64 0.33 0.19 0.22 0.26 0.64 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
857
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 975 459 89 31 488 70 91 65 45 68 73 1090 Future Volume (veh/h) 975 459 89 31 488 70 91 65 45 68 73 1090 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 1037 488 95 33 519 74 97 69 48 72 78 1160 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1133 2488 772 48 664 93 136 168 107 307 341 1748 Arrive On Green 0.39 0.51 0.51 0.03 0.15 0.15 0.09 0.09 0.09 0.19 0.19 0.19 Sat Flow, veh/h 2910 4837 1502 1594 4287 601 1594 1973 1257 1594 1772 3003 Grp Volume(v), veh/h 1037 488 95 33 388 205 97 58 59 72 78 1160 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1664 1594 1683 1546 1594 1772 1502 Q Serve(g_s), s 34.2 5.5 3.3 2.1 11.7 12.0 6.0 3.3 3.7 3.9 3.8 19.5 Cycle Q Clear(g_c), s 34.2 5.5 3.3 2.1 11.7 12.0 6.0 3.3 3.7 3.9 3.8 19.5 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 1133 2488 772 48 499 258 136 143 132 307 341 1748 V/C Ratio(X) 0.92 0.20 0.12 0.69 0.78 0.79 0.71 0.40 0.45 0.23 0.23 0.66 Avail Cap(c_a), veh/h 1323 2748 853 102 605 312 291 308 283 307 341 1748 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 29.3 13.3 12.7 48.6 41.1 41.2 45.1 43.9 44.0 34.5 34.5 14.4 Incr Delay (d2), s/veh 9.1 0.0 0.1 16.5 5.2 11.1 6.8 1.8 2.4 0.4 0.3 1.0 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 12.9 2.0 1.1 1.0 5.0 5.7 2.6 1.4 1.5 1.5 1.6 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.4 13.3 12.8 65.1 46.3 52.3 51.9 45.7 46.4 34.9 34.8 15.4 LnGrp LOS D B B E D D D D D C C B
Approach Vol, veh/h 1620 626 214 1310
Approach Delay, s/veh 29.4 49.3 48.7 17.6
Approach LOS C D D B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.1 7.5 56.6 24.0 43.9 20.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.5 6.5 57.5 19.5 46.0 * 19 Max Q Clear Time (g_c+I1), s 8.0 4.1 7.5 21.5 36.2 14.0 Green Ext Time (p_c), s 0.6 0.0 4.1 0.0 3.2 1.7
Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
858
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 48 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
859
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 12 24 45 121 52 58 43 1523 192 41 1416 30 Future Volume (vph) 12 24 45 121 52 58 43 1523 192 41 1416 30 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 13 26 48 129 55 62 46 1620 204 44 1506 32 Shared Lane Traffic (%)
Lane Group Flow (vph) 13 74 0 129 55 62 46 1620 204 44 1506 32 Intersection Summary
860
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 24 121 52 58 43 1523 192 41 1416 30 Future Volume (vph) 12 24 121 52 58 43 1523 192 41 1416 30 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 10.2 23.2 10.3 42.3 15.0 47.0
Total Split (%) 10.6% 25.0% 11.3% 25.8% 11.4% 47.0% 16.7% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.4 6.7 6.2 12.8 63.0 6.2 37.9 63.0 6.9 38.6 63.0 Actuated g/C Ratio 0.09 0.11 0.10 0.20 1.00 0.10 0.60 1.00 0.11 0.61 1.00 v/c Ratio 0.05 0.20 0.33 0.08 0.04 0.16 0.44 0.14 0.14 0.40 0.02 Control Delay 34.5 17.6 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 17.6 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.0 0.0

LOS C B C C A C B A C A A
Approach Delay 20.2 24.1 10.4 10.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 63
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 11.5 Intersection LOS: B
Intersection Capacity Utilization 40.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
861
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 13 74 129 55 62 46 1620 204 44 1506 32 v/c Ratio 0.05 0.20 0.33 0.08 0.04 0.16 0.44 0.14 0.14 0.40 0.02 Control Delay 34.5 17.6 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 17.6 34.8 26.4 0.1 34.0 11.0 0.2 32.2 10.0 0.0 Queue Length 50th (ft) 2 5 19 10 0 9 135 0 9 120 0
Queue Length 95th (ft) 11 25 40 30 0 27 182 0 25 154 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 248 971 386 1079 1500 288 3981 1500 522 4284 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.08 0.33 0.05 0.04 0.16 0.41 0.14 0.08 0.35 0.02 Intersection Summary
862
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 24 45 121 52 58 43 1523 192 41 1416 30 Future Volume (veh/h) 12 24 45 121 52 58 43 1523 192 41 1416 30 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 13 26 48 129 55 0 46 1620 0 44 1506 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 48 134 120 307 474 133 2903 129 2895
Arrive On Green 0.02 0.08 0.08 0.08 0.14 0.00 0.05 0.48 0.00 0.04 0.47 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 13 26 48 129 55 0 46 1620 0 44 1506 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.2 0.8 1.7 1.7 0.8 0.0 0.9 10.6 0.0 0.8 9.6 0.0 Cycle Q Clear(g_c), s 0.2 0.8 1.7 1.7 0.8 0.0 0.9 10.6 0.0 0.8 9.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 48 134 120 307 474 133 2903 129 2895 V/C Ratio(X) 0.27 0.19 0.40 0.42 0.12 0.35 0.56 0.34 0.52 Avail Cap(c_a), veh/h 261 543 484 405 1127 302 4126 547 4639 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.1 24.0 24.4 24.6 21.0 0.0 25.8 10.4 0.0 25.9 10.2 0.0 Incr Delay (d2), s/veh 3.0 0.7 2.2 0.9 0.1 0.0 1.5 0.2 0.0 1.6 0.1 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 0.3 0.6 0.5 0.3 0.0 0.3 2.9 0.0 0.3 2.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.2 24.7 26.6 25.5 21.1 0.0 27.4 10.6 0.0 27.4 10.4 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 87 184 A 1666 A 1550 A
Approach Delay, s/veh 26.6 24.2 11.1 10.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.0 31.1 8.8 8.9 7.1 31.0 5.4 12.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 37.8 5.7 18.0 5.8 42.5 5.0 18.7 Max Q Clear Time (g_c+I1), s 2.8 12.6 3.7 3.7 2.9 11.6 2.2 2.8 Green Ext Time (p_c), s 0.0 14.0 0.1 0.2 0.0 14.2 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 12.0
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 863
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.936 0.990
Flt Protected 0.950 0.972 0.950
Satd. Flow (prot) 1593 1525 0 0 1765 0 1676 4818 0 1765 4769 0 Flt Permitted 0.950 0.972 0.950
Satd. Flow (perm) 1593 1525 0 0 1765 0 1676 4818 0 1765 4769 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 13
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
864
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 11 0 3 0 0 0 5 291 1 0 217 15
Future Volume (vph) 11 0 3 0 0 0 5 291 1 0 217 15
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 12 0 3 0 0 0 6 323 1 0 241 17
Shared Lane Traffic (%) 36%
Lane Group Flow (vph) 8 7 0 0 0 0 6 324 0 0 258 0
Intersection Summary
865
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT Ø1 Ø8
Lane Configurations
Traffic Volume (vph) 11 0 5 291 217
Future Volume (vph) 11 0 5 291 217
Turn Type Split NA Prot NA NA
Protected Phases 4 4 5 2 6 1 8
Permitted Phases
Detector Phase 4 4 5 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 9.5 22.5
Total Split (s) 23.0 23.0 11.0 25.0 23.5 9.5 22.5
Total Split (%) 28.8% 28.8% 13.8% 31.3% 29.4% 12% 28%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None Min Min None None
Act Effct Green (s) 6.0 6.0 5.9 27.1 25.6
Actuated g/C Ratio 0.21 0.21 0.20 0.93 0.88
v/c Ratio 0.02 0.02 0.02 0.07 0.06
Control Delay 12.9 0.0 13.0 1.0 2.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.9 0.0 13.0 1.0 2.9

LOS B A B A A
Approach Delay 6.9 1.2 2.9
Approach LOS A A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 29.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.07
Intersection Signal Delay: 2.1 Intersection LOS: A
Intersection Capacity Utilization 17.6% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 866
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT NBL NBT SBT
Lane Group Flow (vph) 8 7 6 324 258
v/c Ratio 0.02 0.02 0.02 0.07 0.06
Control Delay 12.9 0.0 13.0 1.0 2.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.9 0.0 13.0 1.0 2.9
Queue Length 50th (ft) 1 0 1 0 0
Queue Length 95th (ft) 10 0 9 14 24
Internal Link Dist (ft) 319 111 176
Turn Bay Length (ft) 170 115
Base Capacity (vph) 1061 1064 392 4481 4230
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.01 0.01 0.02 0.07 0.06
Intersection Summary
867
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 0 3 0 0 0 5 291 1 0 217 15
Future Volume (veh/h) 11 0 3 0 0 0 5 291 1 0 217 15
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 8 6 3 0 0 0 6 323 1 0 241 17
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 38 25 13 0 9 0 14 2519 8 9 1210 84
Arrive On Green 0.02 0.02 0.02 0.00 0.00 0.00 0.01 0.51 0.51 0.00 0.26 0.26 Sat Flow, veh/h 1688 1114 557 0 1772 0 1688 4979 15 1688 4618 321 Grp Volume(v), veh/h 8 0 9 0 0 0 6 209 115 0 167 91
Grp Sat Flow(s),veh/h/ln 1688 0 1672 0 1772 0 1688 1612 1769 1688 1612 1714 Q Serve(g_s), s 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.7 0.7 0.0 0.8 0.8 Cycle Q Clear(g_c), s 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.7 0.7 0.0 0.8 0.8 Prop In Lane 1.00 0.33 0.00 0.00 1.00 0.01 1.00 0.19
Lane Grp Cap(c), veh/h 38 0 38 0 9 0 14 1632 895 9 845 449 V/C Ratio(X) 0.21 0.00 0.24 0.00 0.00 0.00 0.43 0.13 0.13 0.00 0.20 0.20 Avail Cap(c_a), veh/h 1636 0 1620 0 1671 0 575 3464 1900 442 3210 1706 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 0.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.2 0.0 9.2 0.0 0.0 0.0 9.4 2.5 2.5 0.0 5.5 5.5 Incr Delay (d2), s/veh 2.7 0.0 3.2 0.0 0.0 0.0 19.9 0.0 0.1 0.0 0.1 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 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.9 0.0 12.4 0.0 0.0 0.0 29.4 2.5 2.6 0.0 5.6 5.7 LnGrp LOS B A B A A A C A A A A A
Approach Vol, veh/h 17 0 330 258
Approach Delay, s/veh 12.1 0.0 3.0 5.6
Approach LOS B A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 0.0 14.2 4.9 4.7 9.5 0.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 20.5 18.5 6.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.7 2.1 2.1 2.8 0.0
Green Ext Time (p_c), s 0.0 1.8 0.0 0.0 1.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 4.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 868
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 186 182 215 238
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
869
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 290 150 173 251 98 155 214 961 234 270 965 226 Future Volume (vph) 290 150 173 251 98 155 214 961 234 270 965 226 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 312 161 186 270 105 167 230 1033 252 290 1038 243 Shared Lane Traffic (%)
Lane Group Flow (vph) 312 161 186 270 105 167 230 1033 252 290 1038 243 Intersection Summary
870
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 290 150 173 251 98 155 214 961 234 270 965 226 Future Volume (vph) 290 150 173 251 98 155 214 961 234 270 965 226 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 20.6 23.6 19.5 22.5 19.0 28.8 18.1 27.9 Total Split (%) 22.9% 26.2% 21.7% 25.0% 21.1% 32.0% 20.1% 31.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 15.6 9.0 71.8 11.9 8.0 71.8 11.1 20.6 71.8 11.8 21.4 71.8 Actuated g/C Ratio 0.22 0.13 1.00 0.17 0.11 1.00 0.15 0.29 1.00 0.16 0.30 1.00 v/c Ratio 0.50 0.38 0.12 0.56 0.28 0.11 0.52 0.59 0.17 0.61 0.57 0.16 Control Delay 30.6 33.6 0.2 33.8 33.7 0.1 33.7 24.0 0.2 35.3 23.4 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.6 33.6 0.2 33.8 33.7 0.1 33.7 24.0 0.2 35.3 23.4 0.2

LOS C C A C C A C C A D C A
Approach Delay 22.7 23.4 21.5 22.0
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.8
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 22.1 Intersection LOS: C
Intersection Capacity Utilization 52.8% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 871
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 312 161 186 270 105 167 230 1033 252 290 1038 243 v/c Ratio 0.50 0.38 0.12 0.56 0.28 0.11 0.52 0.59 0.17 0.61 0.57 0.16 Control Delay 30.6 33.6 0.2 33.8 33.7 0.1 33.7 24.0 0.2 35.3 23.4 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.6 33.6 0.2 33.8 33.7 0.1 33.7 24.0 0.2 35.3 23.4 0.2 Queue Length 50th (ft) 69 36 0 59 24 0 51 116 0 63 113 0 Queue Length 95th (ft) 116 69 0 103 49 0 90 165 0 113 169 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 694 911 1500 617 858 1500 596 2099 1500 559 2050 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.45 0.18 0.12 0.44 0.12 0.11 0.39 0.49 0.17 0.52 0.51 0.16 Intersection Summary
872
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 290 150 173 251 98 155 214 961 234 270 965 226 Future Volume (veh/h) 290 150 173 251 98 155 214 961 234 270 965 226 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 312 161 0 270 105 0 230 1033 0 290 1038 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 436 361 388 305 341 1791 406 1928
Arrive On Green 0.15 0.11 0.00 0.13 0.09 0.00 0.12 0.29 0.00 0.14 0.32 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 312 161 0 270 105 0 230 1033 0 290 1038 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 5.6 2.5 0.0 4.9 1.6 0.0 4.2 8.0 0.0 5.3 7.7 0.0 Cycle Q Clear(g_c), s 5.6 2.5 0.0 4.9 1.6 0.0 4.2 8.0 0.0 5.3 7.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 436 361 388 305 341 1791 406 1928 V/C Ratio(X) 0.71 0.45 0.70 0.34 0.67 0.58 0.71 0.54
Avail Cap(c_a), veh/h 849 1165 791 1098 764 2683 717 2584 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 22.3 23.1 0.0 22.9 23.6 0.0 23.4 16.6 0.0 22.7 15.5 0.0 Incr Delay (d2), s/veh 2.2 0.9 0.0 2.3 0.7 0.0 2.3 0.3 0.0 2.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 1.0 0.0 1.7 0.6 0.0 1.4 2.5 0.0 1.8 2.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.5 24.0 0.0 25.1 24.2 0.0 25.7 16.9 0.0 25.0 15.8 0.0 LnGrp LOS C C C C C B C B
Approach Vol, veh/h 473 A 375 A 1263 A 1328 A
Approach Delay, s/veh 24.3 24.9 18.5 17.8
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.2 20.7 11.9 10.4 11.0 22.0 12.8 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.6 24.3 15.0 19.1 14.5 23.4 16.1 18.0 Max Q Clear Time (g_c+I1), s 7.3 10.0 6.9 4.5 6.2 9.7 7.6 3.6 Green Ext Time (p_c), s 0.5 6.3 0.6 0.7 0.5 6.1 0.7 0.4 Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 873
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 182 473 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
874
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 69 121 252 182 119 68 163 1625 548 53 1427 45 Future Volume (vph) 69 121 252 182 119 68 163 1625 548 53 1427 45 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 71 125 260 188 123 70 168 1675 565 55 1471 46 Shared Lane Traffic (%)
Lane Group Flow (vph) 71 125 260 188 123 70 168 1675 565 55 1471 46 Intersection Summary
875
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 69 121 252 182 119 68 163 1625 548 53 1427 45 Future Volume (vph) 69 121 252 182 119 68 163 1625 548 53 1427 45 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 13.0 22.6 14.0 12.9 22.5 14.0 45.0 9.5 40.5 Total Split (%) 14.4% 25.1% 15.6% 14.3% 25.0% 15.6% 50.0% 10.6% 45.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 7.2 8.3 18.7 8.1 9.0 71.6 8.9 39.2 71.6 5.2 30.7 71.6 Actuated g/C Ratio 0.10 0.12 0.26 0.11 0.13 1.00 0.12 0.55 1.00 0.07 0.43 1.00 v/c Ratio 0.24 0.32 0.58 0.42 0.29 0.05 0.47 0.50 0.38 0.26 0.57 0.03 Control Delay 35.4 34.6 22.5 35.8 33.7 0.1 37.1 12.5 0.7 39.2 16.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.4 34.6 22.5 35.8 33.7 0.1 37.1 12.5 0.7 39.2 16.9 0.0

LOS D C C D C A D B A D B A
Approach Delay 27.8 28.6 11.4 17.2
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 16.2 Intersection LOS: B
Intersection Capacity Utilization 53.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 876
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 125 260 188 123 70 168 1675 565 55 1471 46 v/c Ratio 0.24 0.32 0.58 0.42 0.29 0.05 0.47 0.50 0.38 0.26 0.57 0.03 Control Delay 35.4 34.6 22.5 35.8 33.7 0.1 37.1 12.5 0.7 39.2 16.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.4 34.6 22.5 35.8 33.7 0.1 37.1 12.5 0.7 39.2 16.9 0.0 Queue Length 50th (ft) 16 30 73 30 28 0 39 157 0 13 149 0 Queue Length 95th (ft) 37 56 152 54 56 0 73 202 0 32 193 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 357 881 466 481 876 1500 398 3572 1500 210 3175 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.14 0.56 0.39 0.14 0.05 0.42 0.47 0.38 0.26 0.46 0.03 Intersection Summary
877
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 121 252 182 119 68 163 1625 548 53 1427 45 Future Volume (veh/h) 69 121 252 182 119 68 163 1625 548 53 1427 45 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 71 125 260 188 123 0 168 1675 0 55 1471 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 154 643 412 296 717 242 2655 135 2431
Arrive On Green 0.05 0.19 0.19 0.07 0.21 0.00 0.08 0.44 0.00 0.05 0.40 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 71 125 260 188 123 0 168 1675 0 55 1471 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.7 2.2 10.8 3.3 2.1 0.0 4.0 15.3 0.0 1.3 13.7 0.0 Cycle Q Clear(g_c), s 1.7 2.2 10.8 3.3 2.1 0.0 4.0 15.3 0.0 1.3 13.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 154 643 412 296 717 242 2655 135 2431 V/C Ratio(X) 0.46 0.19 0.63 0.63 0.17 0.69 0.63 0.41 0.61 Avail Cap(c_a), veh/h 346 853 506 466 849 387 3457 204 3073 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.8 24.3 22.7 32.1 23.0 0.0 31.8 15.7 0.0 33.1 17.0 0.0 Incr Delay (d2), s/veh 2.1 0.1 1.8 2.2 0.1 0.0 3.5 0.2 0.0 2.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.9 3.8 1.1 0.8 0.0 1.5 4.9 0.0 0.5 4.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.0 24.4 24.5 34.3 23.1 0.0 35.4 15.9 0.0 35.0 17.3 0.0 LnGrp LOS C C C C C D B D B
Approach Vol, veh/h 456 311 A 1843 A 1526 A
Approach Delay, s/veh 26.1 29.9 17.7 17.9
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.8 35.6 9.8 18.1 10.4 33.0 8.3 19.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.5 8.4 18.1 9.5 36.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 3.3 17.3 5.3 12.8 6.0 15.7 3.7 4.1 Green Ext Time (p_c), s 0.0 13.8 0.2 0.8 0.2 11.1 0.1 0.5 Intersection Summary
HCM 6th Ctrl Delay 19.6
HCM 6th LOS B
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 878
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 270 193 596 193
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
879
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 172 286 262 346 134 131 335 1069 763 137 1279 108 Future Volume (vph) 172 286 262 346 134 131 335 1069 763 137 1279 108 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 177 295 270 357 138 135 345 1102 787 141 1319 111 Shared Lane Traffic (%)
Lane Group Flow (vph) 177 295 270 357 138 135 345 1102 787 141 1319 111 Intersection Summary
880
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 172 286 262 346 134 131 335 1069 763 137 1279 108 Future Volume (vph) 172 286 262 346 134 131 335 1069 763 137 1279 108 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 21.0 22.5 22.7 24.2 23.0 47.8 17.0 41.8 Total Split (%) 19.1% 20.5% 20.6% 22.0% 20.9% 43.5% 15.5% 38.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 11.5 13.9 96.2 16.1 18.5 96.2 15.9 37.7 96.2 10.0 31.9 96.2 Actuated g/C Ratio 0.12 0.14 1.00 0.17 0.19 1.00 0.17 0.39 1.00 0.10 0.33 1.00 v/c Ratio 0.51 0.61 0.18 0.74 0.21 0.09 0.72 0.46 0.52 0.47 0.66 0.07 Control Delay 47.5 46.1 0.3 49.9 36.0 0.1 49.2 22.8 1.3 48.7 29.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 46.1 0.3 49.9 36.0 0.1 49.2 22.8 1.3 48.7 29.8 0.1

LOS D D A D D A D C A D C A
Approach Delay 29.8 36.2 19.3 29.4
Approach LOS C D B C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 96.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.74
Intersection Signal Delay: 25.9 Intersection LOS: C
Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 881
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 177 295 270 357 138 135 345 1102 787 141 1319 111 v/c Ratio 0.51 0.61 0.18 0.74 0.21 0.09 0.72 0.46 0.52 0.47 0.66 0.07 Control Delay 47.5 46.1 0.3 49.9 36.0 0.1 49.2 22.8 1.3 48.7 29.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 46.1 0.3 49.9 36.0 0.1 49.2 22.8 1.3 48.7 29.8 0.1 Queue Length 50th (ft) 57 96 0 113 40 0 110 148 0 45 210 0 Queue Length 95th (ft) 94 147 0 #179 73 0 171 197 0 80 267 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 508 643 1500 561 725 1500 570 2810 1500 385 2415 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.35 0.46 0.18 0.64 0.19 0.09 0.61 0.39 0.52 0.37 0.55 0.07 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
882
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 286 262 346 134 131 335 1069 763 137 1279 108 Future Volume (veh/h) 172 286 262 346 134 131 335 1069 763 137 1279 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 177 295 0 357 138 0 345 1102 0 141 1319 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 255 423 448 645 436 2537 210 2063
Arrive On Green 0.09 0.13 0.00 0.15 0.19 0.00 0.15 0.42 0.00 0.07 0.34 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 177 295 0 357 138 0 345 1102 0 141 1319 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 4.6 6.5 0.0 9.2 2.7 0.0 8.9 10.0 0.0 3.7 14.2 0.0 Cycle Q Clear(g_c), s 4.6 6.5 0.0 9.2 2.7 0.0 8.9 10.0 0.0 3.7 14.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 255 423 448 645 436 2537 210 2063 V/C Ratio(X) 0.69 0.70 0.80 0.21 0.79 0.43 0.67 0.64
Avail Cap(c_a), veh/h 620 782 684 856 695 3407 470 2935 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.3 32.5 0.0 31.6 26.4 0.0 31.8 16.1 0.0 35.0 21.6 0.0 Incr Delay (d2), s/veh 3.4 2.1 0.0 3.8 0.2 0.0 3.3 0.1 0.0 3.7 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.7 0.0 3.4 1.1 0.0 3.2 3.3 0.0 1.4 4.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.7 34.6 0.0 35.4 26.6 0.0 35.0 16.2 0.0 38.7 22.0 0.0 LnGrp LOS D C D C D B D C
Approach Vol, veh/h 472 A 495 A 1447 A 1460 A
Approach Delay, s/veh 35.7 33.0 20.7 23.6
Approach LOS D C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.1 36.7 16.4 14.2 16.1 30.7 11.3 19.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 43.3 18.2 18.0 18.5 37.3 16.5 19.7 Max Q Clear Time (g_c+I1), s 5.7 12.0 11.2 8.5 10.9 16.2 6.6 4.7 Green Ext Time (p_c), s 0.2 9.5 0.8 1.2 0.8 10.1 0.4 0.6 Intersection Summary
HCM 6th Ctrl Delay 25.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 883
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.925 0.850
Flt Protected 0.976
Satd. Flow (prot) 2919 1365 6071 0 0 6071
Flt Permitted 0.976
Satd. Flow (perm) 2919 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 8 8
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
884
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 233 465 1834 0 0 1247
Future Volume (vph) 233 465 1834 0 0 1247
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 238 474 1871 0 0 1272
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 475 237 1871 0 0 1272
Intersection Summary
885
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 233 465 1834 1247
Future Volume (vph) 233 465 1834 1247
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 24.0 24.0 36.0 36.0
Total Split (%) 40.0% 40.0% 60.0% 60.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 14.5 14.5 29.9 29.9
Actuated g/C Ratio 0.27 0.27 0.56 0.56
v/c Ratio 0.60 0.63 0.55 0.38
Control Delay 20.2 25.2 8.8 7.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.2 25.2 8.8 7.4

LOS C C A A
Approach Delay 21.9 8.8 7.4
Approach LOS C A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.6
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 10.8 Intersection LOS: B
Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
886
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 475 237 1871 1272
v/c Ratio 0.60 0.63 0.55 0.38
Control Delay 20.2 25.2 8.8 7.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.2 25.2 8.8 7.4
Queue Length 50th (ft) 69 72 99 59
Queue Length 95th (ft) 107 140 154 94
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 1088 511 3638 3638
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.44 0.46 0.51 0.35
Intersection Summary
887
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 233 465 1834 0 0 1247
Future Volume (veh/h) 233 465 1834 0 0 1247
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 237 475 1871 0 0 1272
Peak Hour Factor 0.98 0.98 0.98 0.92 0.98 0.98
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 378 713 3420 0 0 3420
Arrive On Green 0.24 0.24 0.56 0.00 0.00 0.56
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 237 475 1871 0 0 1272
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 5.9 6.4 8.7 0.0 0.0 5.2
Cycle Q Clear(g_c), s 5.9 6.4 8.7 0.0 0.0 5.2
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 378 713 3420 0 0 3420
V/C Ratio(X) 0.63 0.67 0.55 0.00 0.00 0.37
Avail Cap(c_a), veh/h 696 1312 4302 0 0 4302
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 15.2 15.4 6.2 0.0 0.0 5.4
Incr Delay (d2), s/veh 1.7 1.1 0.1 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.0 2.0 1.7 0.0 0.0 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.0 16.5 6.3 0.0 0.0 5.5
LnGrp LOS B B A A A A
Approach Vol, veh/h 712 1871 1272
Approach Delay, s/veh 16.7 6.3 5.5
Approach LOS B A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 29.5 29.5 15.1
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 31.5 19.5
Max Q Clear Time (g_c+I1), s 10.7 7.2 8.4
Green Ext Time (p_c), s 14.4 10.4 2.2
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. 888
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 136 230 55
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
889
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 595 220 125 266 332 99 202 1301 404 293 964 767 Future Volume (vph) 595 220 125 266 332 99 202 1301 404 293 964 767 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 640 237 134 286 357 106 217 1399 434 315 1037 825 Shared Lane Traffic (%)
Lane Group Flow (vph) 640 237 134 286 357 106 217 1399 434 315 1037 825 Intersection Summary
890
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 595 220 125 266 332 99 202 1301 404 293 964 767 Future Volume (vph) 595 220 125 266 332 99 202 1301 404 293 964 767 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 35.5 34.5 34.5 23.5 22.5 22.5 16.0 43.0 23.5 19.0 46.0 35.5 Total Split (%) 29.6% 28.8% 28.8% 19.6% 18.8% 18.8% 13.3% 35.8% 19.6% 15.8% 38.3% 29.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 29.3 29.3 29.3 16.2 16.2 16.2 11.2 35.8 56.5 14.3 39.0 72.8 Actuated g/C Ratio 0.26 0.26 0.26 0.14 0.14 0.14 0.10 0.31 0.50 0.13 0.34 0.64 v/c Ratio 0.86 0.52 0.29 0.70 0.75 0.32 0.76 0.73 0.50 0.87 0.50 0.84 Control Delay 53.8 42.2 14.5 56.7 58.2 6.2 69.5 37.7 10.5 73.5 31.0 25.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.8 42.2 14.5 56.7 58.2 6.2 69.5 37.7 10.5 73.5 31.0 25.0

LOS D D B E E A E D B E C C
Approach Delay 45.8 50.3 35.3 34.9
Approach LOS D D D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 113.8
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 38.8 Intersection LOS: D
Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 891
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 640 237 134 286 357 106 217 1399 434 315 1037 825 v/c Ratio 0.86 0.52 0.29 0.70 0.75 0.32 0.76 0.73 0.50 0.87 0.50 0.84 Control Delay 53.8 42.2 14.5 56.7 58.2 6.2 69.5 37.7 10.5 73.5 31.0 25.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.8 42.2 14.5 56.7 58.2 6.2 69.5 37.7 10.5 73.5 31.0 25.0 Queue Length 50th (ft) 243 158 23 108 140 0 86 276 92 125 182 434 Queue Length 95th (ft) #338 244 76 155 193 30 #146 320 175 #210 217 671 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 793 476 474 486 534 353 294 2069 893 371 2231 1003 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.81 0.50 0.28 0.59 0.67 0.30 0.74 0.68 0.49 0.85 0.46 0.82 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
892
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 595 220 125 266 332 99 202 1301 404 293 964 767 Future Volume (veh/h) 595 220 125 266 332 99 202 1301 404 293 964 767 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 640 237 134 286 357 106 217 1399 434 315 1037 825 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 706 452 383 346 441 197 267 2071 688 364 2272 924 Arrive On Green 0.24 0.25 0.25 0.12 0.13 0.13 0.09 0.34 0.34 0.12 0.37 0.37 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 640 237 134 286 357 106 217 1399 434 315 1037 825 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 23.8 12.8 8.1 10.7 11.5 7.3 8.1 21.9 24.5 11.8 14.3 41.5 Cycle Q Clear(g_c), s 23.8 12.8 8.1 10.7 11.5 7.3 8.1 21.9 24.5 11.8 14.3 41.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 706 452 383 346 441 197 267 2071 688 364 2272 924 V/C Ratio(X) 0.91 0.52 0.35 0.83 0.81 0.54 0.81 0.68 0.63 0.87 0.46 0.89 Avail Cap(c_a), veh/h 810 477 405 497 544 243 301 2108 698 379 2272 924 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 40.9 35.7 33.9 47.9 47.0 45.2 49.6 31.5 23.0 47.8 26.4 18.3 Incr Delay (d2), s/veh 12.7 0.9 0.5 7.6 7.4 2.3 14.0 0.9 1.8 18.1 0.1 11.0 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 9.7 5.6 3.0 4.2 5.2 2.9 3.5 8.1 8.8 5.2 5.2 19.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.6 36.6 34.5 55.6 54.4 47.5 63.6 32.3 24.8 65.9 26.5 29.2 LnGrp LOS D D C E D D E C C E C C
Approach Vol, veh/h 1011 749 2050 2177
Approach Delay, s/veh 47.1 53.9 34.0 33.3
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.4 42.3 17.7 32.9 14.7 46.0 31.5 19.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 38.5 19.0 30.0 11.5 41.5 31.0 18.0 Max Q Clear Time (g_c+I1), s 13.8 26.5 12.7 14.8 10.1 43.5 25.8 13.5 Green Ext Time (p_c), s 0.1 8.4 0.5 1.6 0.1 0.0 1.3 1.1 Intersection Summary
HCM 6th Ctrl Delay 38.4
HCM 6th LOS D
Notes
User approved changes to right turn type.
893
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.992 0.850
Flt Protected 0.955
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.955
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 11 11
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
894
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 961 516 0 1427 1170 0
Future Volume (vph) 961 516 0 1427 1170 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 991 532 0 1471 1206 0
Shared Lane Traffic (%) 11%
Lane Group Flow (vph) 1050 473 0 1471 1206 0
Intersection Summary
895
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 961 516 1427 1170
Future Volume (vph) 961 516 1427 1170
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 37.0 37.0 28.0 28.0
Total Split (%) 56.9% 56.9% 43.1% 43.1%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 26.5 26.5 22.6 22.6
Actuated g/C Ratio 0.46 0.46 0.39 0.39
v/c Ratio 0.75 0.76 0.63 0.51
Control Delay 16.9 21.8 16.6 15.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 16.9 21.8 16.6 15.3

LOS B C B B
Approach Delay 18.4 16.6 15.3
Approach LOS B B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 58.2
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 16.9 Intersection LOS: B
Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
896
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1050 473 1471 1206
v/c Ratio 0.75 0.76 0.63 0.51
Control Delay 16.9 21.8 16.6 15.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 16.9 21.8 16.6 15.3
Queue Length 50th (ft) 149 142 120 93
Queue Length 95th (ft) 212 257 175 138
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1749 782 2499 2499
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.60 0.60 0.59 0.48
Intersection Summary
897
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 961 516 0 1427 1170 0
Future Volume (veh/h) 961 516 0 1427 1170 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1014 508 0 1471 1206 0
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1406 662 0 2332 2332 0
Arrive On Green 0.44 0.44 0.00 0.38 0.38 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1014 508 0 1471 1206 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 13.3 14.6 0.0 10.0 7.8 0.0
Cycle Q Clear(g_c), s 13.3 14.6 0.0 10.0 7.8 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1406 662 0 2332 2332 0
V/C Ratio(X) 0.72 0.77 0.00 0.63 0.52 0.00
Avail Cap(c_a), veh/h 2031 957 0 2808 2808 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 11.7 12.0 0.0 12.8 12.1 0.0
Incr Delay (d2), s/veh 0.7 2.3 0.0 0.3 0.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 4.3 0.0 2.9 2.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.4 14.4 0.0 13.2 12.3 0.0
LnGrp LOS B B A B B A
Approach Vol, veh/h 1522 1471 1206
Approach Delay, s/veh 13.1 13.2 12.3
Approach LOS B B B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 24.0 27.0 24.0
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 23.5 32.5 23.5
Max Q Clear Time (g_c+I1), s 12.0 16.6 9.8
Green Ext Time (p_c), s 7.5 5.9 7.1
Intersection Summary
HCM 6th Ctrl Delay 12.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 898
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 14 138
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
899
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 853 213 152 1102 804 576
Future Volume (vph) 853 213 152 1102 804 576
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 879 220 157 1136 829 594
Shared Lane Traffic (%)
Lane Group Flow (vph) 879 220 157 1136 829 594
Intersection Summary
900
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 853 213 152 1102 804 576
Future Volume (vph) 853 213 152 1102 804 576
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 39.0 12.0 12.0 36.0 24.0 39.0
Total Split (%) 52.0% 16.0% 16.0% 48.0% 32.0% 52.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 26.4 38.4 7.4 27.9 15.9 47.0
Actuated g/C Ratio 0.42 0.60 0.12 0.44 0.25 0.74
v/c Ratio 0.73 0.24 0.47 0.43 0.55 0.52
Control Delay 19.9 6.5 34.4 13.6 22.9 4.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.9 6.5 34.4 13.6 22.9 4.2

LOS B A C B C A
Approach Delay 17.2 16.1 15.1
Approach LOS B B B
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 63.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 16.0 Intersection LOS: B
Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
901
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 879 220 157 1136 829 594
v/c Ratio 0.73 0.24 0.47 0.43 0.55 0.52
Control Delay 19.9 6.5 34.4 13.6 22.9 4.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.9 6.5 34.4 13.6 22.9 4.2
Queue Length 50th (ft) 142 33 30 85 82 48
Queue Length 95th (ft) 217 68 65 133 125 88
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1612 920 350 3091 1913 1324
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.55 0.24 0.45 0.37 0.43 0.45
Intersection Summary
902
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Conditions Synchro 10 Report
Saturday Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 853 213 152 1102 804 576
Future Volume (veh/h) 853 213 152 1102 804 576
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 879 220 157 1136 829 594
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1097 689 238 2840 1863 1025
Arrive On Green 0.38 0.38 0.08 0.47 0.31 0.31
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 879 220 157 1136 829 594
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 15.4 5.3 3.0 7.0 6.3 11.9
Cycle Q Clear(g_c), s 15.4 5.3 3.0 7.0 6.3 11.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1097 689 238 2840 1863 1025
V/C Ratio(X) 0.80 0.32 0.66 0.40 0.45 0.58
Avail Cap(c_a), veh/h 1753 1027 381 3352 2075 1077
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 15.9 9.8 25.5 10.0 16.0 4.8
Incr Delay (d2), s/veh 1.4 0.3 3.1 0.1 0.2 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.6 5.4 1.1 2.0 2.0 7.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.4 10.1 28.6 10.1 16.2 5.5
LnGrp LOS B B C B B A
Approach Vol, veh/h 1099 1293 1423
Approach Delay, s/veh 15.9 12.4 11.7
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 31.2 26.1 9.2 22.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 34.5 7.5 19.5
Max Q Clear Time (g_c+I1), s 9.0 17.4 5.0 13.9
Green Ext Time (p_c), s 8.7 4.1 0.1 3.6
Intersection Summary
HCM 6th Ctrl Delay 13.1
HCM 6th LOS B
903
Appendix C
Intersection LOS Analysis Sheets
Existing Plus Project Conditions
904
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.962 0.850 0.850 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4635 0 2891 3353 1500 2891 4818 1500 2891 6034 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 66 149 238 9
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
905
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 89 293 98 265 512 147 201 1479 469 95 1186 53 Future Volume (vph) 89 293 98 265 512 147 201 1479 469 95 1186 53 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 98 322 108 291 563 162 221 1625 515 104 1303 58 Shared Lane Traffic (%)
Lane Group Flow (vph) 98 430 0 291 563 162 221 1625 515 104 1361 0 Intersection Summary
906
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 89 293 265 512 147 201 1479 469 95 1186 Future Volume (vph) 89 293 265 512 147 201 1479 469 95 1186 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 10.4 22.5 19.7 31.8 31.8 20.0 58.3 9.5 47.8 Total Split (%) 9.5% 20.5% 17.9% 28.9% 28.9% 18.2% 53.0% 8.6% 43.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 5.9 15.1 14.1 23.3 23.3 12.9 53.9 106.1 5.0 46.0 Actuated g/C Ratio 0.06 0.14 0.13 0.22 0.22 0.12 0.51 1.00 0.05 0.43 v/c Ratio 0.61 0.60 0.76 0.77 0.36 0.63 0.66 0.34 0.76 0.52 Control Delay 66.7 39.7 58.3 46.3 9.3 52.8 21.5 0.6 84.7 23.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.7 39.7 58.3 46.3 9.3 52.8 21.5 0.6 84.7 23.6

LOS E D E D A D C A F C
Approach Delay 44.7 43.8 19.9 27.9
Approach LOS D D B C
Intersection Summary
Cycle Length: 110
Actuated Cycle Length: 106.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 29.1 Intersection LOS: C
Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
907
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 98 430 291 563 162 221 1625 515 104 1361 v/c Ratio 0.61 0.60 0.76 0.77 0.36 0.63 0.66 0.34 0.76 0.52 Control Delay 66.7 39.7 58.3 46.3 9.3 52.8 21.5 0.6 84.7 23.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.7 39.7 58.3 46.3 9.3 52.8 21.5 0.6 84.7 23.6 Queue Length 50th (ft) 34 86 100 189 7 75 296 0 37 197
Queue Length 95th (ft) #71 122 #154 251 60 115 368 0 #86 251 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 161 842 414 864 497 423 2447 1500 136 2619 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.61 0.51 0.70 0.65 0.33 0.52 0.66 0.34 0.76 0.52 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
908
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 293 98 265 512 147 201 1479 469 95 1186 53 Future Volume (veh/h) 89 293 98 265 512 147 201 1479 469 95 1186 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 98 322 108 291 563 162 221 1625 0 104 1303 58 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 144 494 157 350 696 310 282 2521 141 2849 127 Arrive On Green 0.05 0.14 0.14 0.12 0.21 0.21 0.10 0.52 0.00 0.05 0.47 0.47 Sat Flow, veh/h 2910 3633 1155 2910 3367 1502 2910 4837 1502 2910 6027 268 Grp Volume(v), veh/h 98 284 146 291 563 162 221 1625 0 104 988 373 Grp Sat Flow(s),veh/h/ln 1455 1612 1564 1455 1683 1502 1455 1612 1502 1455 1524 1724 Q Serve(g_s), s 3.4 8.6 9.2 10.1 16.4 9.9 7.7 25.0 0.0 3.6 15.0 15.1 Cycle Q Clear(g_c), s 3.4 8.6 9.2 10.1 16.4 9.9 7.7 25.0 0.0 3.6 15.0 15.1 Prop In Lane 1.00 0.74 1.00 1.00 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 144 439 213 350 696 310 282 2521 141 2161 815 V/C Ratio(X) 0.68 0.65 0.69 0.83 0.81 0.52 0.78 0.64 0.74 0.46 0.46 Avail Cap(c_a), veh/h 166 562 273 428 890 397 437 2521 141 2161 815 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.3 42.3 42.5 44.4 39.0 36.4 45.6 17.8 0.0 48.5 18.3 18.3 Incr Delay (d2), s/veh 9.0 1.7 4.9 11.1 4.4 1.4 5.0 1.3 0.0 18.3 0.7 1.9 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 1.4 3.5 3.8 4.2 7.1 3.7 2.9 9.1 0.0 1.7 5.3 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.2 43.9 47.4 55.5 43.4 37.8 50.5 19.1 0.0 66.8 19.0 20.2 LnGrp LOS E D D E D D D B E B C
Approach Vol, veh/h 528 1016 1846 A 1465
Approach Delay, s/veh 47.4 46.0 22.9 22.7
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.3 16.9 18.5 14.5 53.3 9.6 25.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 53.8 15.2 18.0 15.5 43.3 5.9 27.3 Max Q Clear Time (g_c+I1), s 5.6 27.0 12.1 11.2 9.7 17.1 5.4 18.4 Green Ext Time (p_c), s 0.0 14.6 0.3 1.5 0.4 11.0 0.0 2.9 Intersection Summary
HCM 6th Ctrl Delay 30.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 909
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.988 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 1583 5998 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm) 1583 5998 0 1583 4818 1500 1583 1765 1500 1667 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 25 164 164 327
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
910
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 37 476 40 1 676 54 43 1 1 0 0 3
Future Volume (vph) 37 476 40 1 676 54 43 1 1 0 0 3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 41 529 44 1 751 60 48 1 1 0 0 3
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 573 0 1 751 60 48 1 1 0 3 0
Intersection Summary
911
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT Ø1
Lane Configurations
Traffic Volume (vph) 37 476 1 676 54 43 1 1 0
Future Volume (vph) 37 476 1 676 54 43 1 1 0
Turn Type Prot NA Prot NA Perm Prot NA Perm NA
Protected Phases 7 4 3 8 5 2 6 1
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 22.5 9.5 Total Split (s) 9.5 22.5 9.5 22.5 22.5 11.3 23.0 23.0 26.7 15.0 Total Split (%) 13.6% 32.1% 13.6% 32.1% 32.1% 16.1% 32.9% 32.9% 38.1% 21% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min Min None Act Effct Green (s) 5.7 15.7 5.7 14.4 14.4 7.0 9.4 9.4 6.3 Actuated g/C Ratio 0.16 0.43 0.16 0.39 0.39 0.19 0.26 0.26 0.17 v/c Ratio 0.17 0.22 0.00 0.40 0.09 0.16 0.00 0.00 0.00
Control Delay 21.7 7.6 21.0 10.4 0.2 19.7 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 21.7 7.6 21.0 10.4 0.2 19.7 12.0 0.0 0.0

LOS C A C B A B B A A
Approach Delay 8.5 9.7 19.1
Approach LOS A A B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 36.7
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.40
Intersection Signal Delay: 9.5 Intersection LOS: A
Intersection Capacity Utilization 38.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 2: Cleveland Avenue/Via Asti & 4th Street 912
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBT
Lane Group Flow (vph) 41 573 1 751 60 48 1 1 3
v/c Ratio 0.17 0.22 0.00 0.40 0.09 0.16 0.00 0.00 0.00
Control Delay 21.7 7.6 21.0 10.4 0.2 19.7 12.0 0.0 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 21.7 7.6 21.0 10.4 0.2 19.7 12.0 0.0 0.0
Queue Length 50th (ft) 6 10 0 19 0 6 0 0 0
Queue Length 95th (ft) 36 53 4 95 0 39 3 0 0
Internal Link Dist (ft) 2546 362 269 358
Turn Bay Length (ft) 130 130 145 165 165
Base Capacity (vph) 245 3572 245 2696 911 334 1015 932 2067 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.17 0.16 0.00 0.28 0.07 0.14 0.00 0.00 0.00 Intersection Summary
913
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 476 40 1 676 54 43 1 1 0 0 3
Future Volume (veh/h) 37 476 40 1 676 54 43 1 1 0 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 41 529 44 1 751 60 48 1 1 0 0 3
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 74 1943 159 4 1407 437 84 540 457 4 223 199
Arrive On Green 0.05 0.34 0.34 0.00 0.29 0.29 0.05 0.30 0.30 0.00 0.00 0.13 Sat Flow, veh/h 1594 5786 472 1594 4837 1502 1594 1772 1502 1594 1683 1502 Grp Volume(v), veh/h 41 416 157 1 751 60 48 1 1 0 0 3
Grp Sat Flow(s),veh/h/ln 1594 1524 1687 1594 1612 1502 1594 1772 1502 1594 1683 1502 Q Serve(g_s), s 0.9 2.5 2.6 0.0 4.9 1.1 1.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.9 2.5 2.6 0.0 4.9 1.1 1.1 0.0 0.0 0.0 0.0 0.1 Prop In Lane 1.00 0.28 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 74 1535 567 4 1407 437 84 540 457 4 223 199 V/C Ratio(X) 0.56 0.27 0.28 0.24 0.53 0.14 0.57 0.00 0.00 0.00 0.00 0.02 Avail Cap(c_a), veh/h 211 2184 806 211 2311 717 288 870 737 444 992 885 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 0.00 0.00 1.00 Uniform Delay (d), s/veh 17.6 9.1 9.2 18.8 11.2 9.9 17.4 9.1 9.1 0.0 0.0 14.2 Incr Delay (d2), s/veh 6.4 0.1 0.3 26.4 0.3 0.1 6.1 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 0.4 0.6 0.7 0.0 1.4 0.3 0.5 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.0 9.2 9.4 45.2 11.5 10.0 23.5 9.1 9.1 0.0 0.0 14.2 LnGrp LOS C A A D B B C A A A A B
Approach Vol, veh/h 614 812 50 3
Approach Delay, s/veh 10.3 11.5 23.0 14.2
Approach LOS B B C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 0.0 16.0 4.6 17.2 6.5 9.5 6.2 15.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 18.5 5.0 18.0 6.8 22.2 5.0 18.0 Max Q Clear Time (g_c+I1), s 0.0 2.0 2.0 4.6 3.1 2.1 2.9 6.9 Green Ext Time (p_c), s 0.0 0.0 0.0 3.1 0.0 0.0 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 11.4
HCM 6th LOS B
914
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 220 0 125 0 115 115 0 110
Storage Lanes 2 0 1 0 1 1 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.86 0.86 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.956
Satd. Flow (prot) 2891 6065 0 1583 4798 0 1583 1765 1500 0 1687 1500 Flt Permitted 0.950 0.950 0.732 0.741
Satd. Flow (perm) 2891 6065 0 1583 4798 0 1220 1765 1500 0 1308 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 7 109 109
Link Speed (mph) 30 30 30 30
Link Distance (ft) 442 508 382 458
Travel Time (s) 10.0 11.5 8.7 10.4
Intersection Summary
Area Type: Other
915
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 14 472 4 35 675 19 28 3 31 33 3 16 Future Volume (vph) 14 472 4 35 675 19 28 3 31 33 3 16
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 15 508 4 38 726 20 30 3 33 35 3 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 512 0 38 746 0 30 3 33 0 38 17 Intersection Summary
916
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 14 472 35 675 28 3 31 33 3 16
Future Volume (vph) 14 472 35 675 28 3 31 33 3 16
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 7 4 3 8 2 6
Permitted Phases 2 2 6 6
Detector Phase 7 4 3 8 2 2 2 6 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.0 24.0 11.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 16.7% 40.0% 18.3% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min Min Min Min Min Min Act Effct Green (s) 5.8 11.9 6.4 12.0 6.8 6.8 6.8 6.8 6.8 Actuated g/C Ratio 0.20 0.40 0.22 0.41 0.23 0.23 0.23 0.23 0.23 v/c Ratio 0.03 0.21 0.11 0.38 0.11 0.01 0.08 0.13 0.04
Control Delay 14.1 6.6 13.9 7.3 13.1 12.7 0.4 13.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 6.6 13.9 7.3 13.1 12.7 0.4 13.2 0.2

LOS B A B A B B A B A
Approach Delay 6.8 7.6 6.7 9.2
Approach LOS A A A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 29.6
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.38
Intersection Signal Delay: 7.3 Intersection LOS: A
Intersection Capacity Utilization 38.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: Resort Parkway/Via Piemonte & 4th Street 917
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT NBR SBT SBR
Lane Group Flow (vph) 15 512 38 746 30 3 33 38 17
v/c Ratio 0.03 0.21 0.11 0.38 0.11 0.01 0.08 0.13 0.04
Control Delay 14.1 6.6 13.9 7.3 13.1 12.7 0.4 13.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 6.6 13.9 7.3 13.1 12.7 0.4 13.2 0.2
Queue Length 50th (ft) 1 10 4 20 3 0 0 4 0
Queue Length 95th (ft) 8 39 29 71 24 6 0 28 0
Internal Link Dist (ft) 362 428 302 378
Turn Bay Length (ft) 220 125 115 115 110
Base Capacity (vph) 570 4244 369 3531 897 1298 1132 962 1132 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.12 0.10 0.21 0.03 0.00 0.03 0.04 0.02 Intersection Summary
918
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 3: Resort Parkway/Via Piemonte & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 472 4 35 675 19 28 3 31 33 3 16 Future Volume (veh/h) 14 472 4 35 675 19 28 3 31 33 3 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 15 508 4 38 726 20 30 3 33 35 3 17 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 57 1953 15 73 1629 45 451 308 261 457 29 261 Arrive On Green 0.02 0.31 0.31 0.05 0.34 0.34 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 2910 6285 49 1594 4840 133 1315 1772 1502 1243 167 1502 Grp Volume(v), veh/h 15 369 143 38 483 263 30 3 33 38 0 17 Grp Sat Flow(s),veh/h/ln 1455 1524 1763 1594 1612 1748 1315 1772 1502 1410 0 1502 Q Serve(g_s), s 0.1 1.7 1.7 0.7 3.4 3.4 0.6 0.0 0.5 0.4 0.0 0.3 Cycle Q Clear(g_c), s 0.1 1.7 1.7 0.7 3.4 3.4 1.2 0.0 0.5 0.6 0.0 0.3 Prop In Lane 1.00 0.03 1.00 0.08 1.00 1.00 0.92 1.00
Lane Grp Cap(c), veh/h 57 1421 548 73 1086 589 451 308 261 486 0 261 V/C Ratio(X) 0.26 0.26 0.26 0.52 0.45 0.45 0.07 0.01 0.13 0.08 0.00 0.07 Avail Cap(c_a), veh/h 557 3102 1196 360 2300 1247 1160 1264 1071 1239 0 1071 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 0.00 1.00 Uniform Delay (d), s/veh 13.9 7.4 7.4 13.4 7.4 7.4 10.6 9.8 10.0 10.0 0.0 9.9 Incr Delay (d2), s/veh 2.4 0.1 0.2 5.7 0.3 0.5 0.1 0.0 0.2 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 0.1 0.4 0.4 0.3 0.7 0.8 0.1 0.0 0.1 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.3 7.5 7.7 19.2 7.7 8.0 10.6 9.8 10.2 10.1 0.0 10.0 LnGrp LOS B A A B A A B A B B A B
Approach Vol, veh/h 527 784 66 55
Approach Delay, s/veh 7.8 8.4 10.4 10.1
Approach LOS A A B B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.5 5.8 13.4 9.5 5.1 14.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 6.5 19.5 20.5 5.5 20.5 Max Q Clear Time (g_c+I1), s 3.2 2.7 3.7 2.6 2.1 5.4
Green Ext Time (p_c), s 0.1 0.0 3.0 0.2 0.0 4.3
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
919
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Lane Util. Factor 0.91 0.91 1.00 0.91 1.00 1.00
Ped Bike Factor
Frt 0.994 0.865
Flt Protected
Satd. Flow (prot) 4789 0 0 4818 0 1526
Flt Permitted
Satd. Flow (perm) 4789 0 0 4818 0 1526
Link Speed (mph) 30 30 30
Link Distance (ft) 508 1697 354
Travel Time (s) 11.5 38.6 8.0
Intersection Summary
Area Type: Other
920
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBT EBR WBL WBT NBL NBR
Traffic Volume (vph) 528 20 0 688 0 23
Future Volume (vph) 528 20 0 688 0 23
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 574 22 0 748 0 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 596 0 0 748 0 25
Intersection Summary
921
HCM 6th TWSC Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 4: Project Access 3 & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 528 20 0 688 0 23
Future Vol, veh/h 528 20 0 688 0 23
Conflicting Peds, #/hr 0 0 0 0 0 0
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, % 2 2 2 2 2 2
Mvmt Flow 574 22 0 748 0 25
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 298
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - - - - - 7.14
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - - - - - 3.92
Pot Cap-1 Maneuver - - 0 - 0 596
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 596
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach EB WB NB
HCM Control Delay, s 0 0 11.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 596 - - -
HCM Lane V/C Ratio 0.042 - - -
HCM Control Delay (s) 11.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -
922
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 230 190 405 440 330 320 310 0
Storage Lanes 2 1 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.86 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.850 0.850 0.850 0.985
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5980 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 2891 6071 1500 2891 5980 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 182 288 73 29
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1697 3633 1030 781
Travel Time (s) 38.6 82.6 23.4 17.8
Intersection Summary
Area Type: Other
923
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 141 405 98 448 1152 377 191 917 150 190 795 91 Future Volume (vph) 141 405 98 448 1152 377 191 917 150 190 795 91 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 152 435 105 482 1239 405 205 986 161 204 855 98 Shared Lane Traffic (%)
Lane Group Flow (vph) 152 435 105 482 1239 405 205 986 161 204 953 0 Intersection Summary
924
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 141 405 98 448 1152 377 191 917 150 190 795 Future Volume (vph) 141 405 98 448 1152 377 191 917 150 190 795 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6
Permitted Phases 4 8 2
Detector Phase 7 4 4 3 8 8 5 2 3 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 Total Split (s) 11.0 22.5 22.5 27.3 38.8 38.8 14.0 26.2 27.3 14.0 26.2 Total Split (%) 12.2% 25.0% 25.0% 30.3% 43.1% 43.1% 15.6% 29.1% 30.3% 15.6% 29.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 6.5 19.7 19.7 19.2 32.3 32.3 9.2 20.2 43.9 9.2 20.2 Actuated g/C Ratio 0.08 0.23 0.23 0.22 0.37 0.37 0.11 0.23 0.51 0.11 0.23 v/c Ratio 0.70 0.40 0.22 0.75 0.69 0.55 0.67 0.69 0.20 0.67 0.67 Control Delay 58.5 30.7 1.4 39.6 25.2 9.4 49.9 33.4 6.8 49.7 32.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.5 30.7 1.4 39.6 25.2 9.4 49.9 33.4 6.8 49.7 32.0

LOS E C A D C A D C A D C
Approach Delay 32.3 25.5 32.7 35.1
Approach LOS C C C D
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 86.4
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 30.3 Intersection LOS: C
Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 5: Milliken Avenue & 4th Street
925
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 152 435 105 482 1239 405 205 986 161 204 953 v/c Ratio 0.70 0.40 0.22 0.75 0.69 0.55 0.67 0.69 0.20 0.67 0.67 Control Delay 58.5 30.7 1.4 39.6 25.2 9.4 49.9 33.4 6.8 49.7 32.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.5 30.7 1.4 39.6 25.2 9.4 49.9 33.4 6.8 49.7 32.0 Queue Length 50th (ft) 44 76 0 132 210 44 58 148 24 58 137 Queue Length 95th (ft) #90 112 4 179 261 126 #102 184 53 #102 173 Internal Link Dist (ft) 1617 3553 950 701
Turn Bay Length (ft) 230 190 405 440 330 320 310
Base Capacity (vph) 218 1099 482 767 1925 771 320 1534 860 320 1533 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.70 0.40 0.22 0.63 0.64 0.53 0.64 0.64 0.19 0.64 0.62 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
926
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 5: Milliken Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 141 405 98 448 1152 377 191 917 150 190 795 91 Future Volume (veh/h) 141 405 98 448 1152 377 191 917 150 190 795 91 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 152 435 105 482 1239 405 205 986 161 204 855 98 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 216 1177 365 582 1786 555 276 1408 647 275 1291 146 Arrive On Green 0.07 0.24 0.24 0.20 0.37 0.37 0.09 0.23 0.23 0.09 0.23 0.23 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 2910 6095 1502 2910 5597 633 Grp Volume(v), veh/h 152 435 105 482 1239 405 205 986 161 204 696 257 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1455 1524 1502 1455 1524 1658 Q Serve(g_s), s 4.0 5.8 4.4 12.4 16.9 18.1 5.3 11.6 5.3 5.3 10.8 11.0 Cycle Q Clear(g_c), s 4.0 5.8 4.4 12.4 16.9 18.1 5.3 11.6 5.3 5.3 10.8 11.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38
Lane Grp Cap(c), veh/h 216 1177 365 582 1786 555 276 1408 647 275 1054 382 V/C Ratio(X) 0.70 0.37 0.29 0.83 0.69 0.73 0.74 0.70 0.25 0.74 0.66 0.67 Avail Cap(c_a), veh/h 243 1177 365 852 2130 661 355 1698 719 355 1273 462 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 35.2 24.5 24.0 29.9 20.8 21.2 34.3 27.5 14.1 34.3 27.2 27.3 Incr Delay (d2), s/veh 7.8 0.2 0.4 4.5 0.8 3.4 6.0 1.0 0.2 5.9 1.0 2.9 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 1.6 2.2 1.6 4.5 6.1 6.5 2.1 4.1 1.7 2.1 3.9 4.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 24.7 24.4 34.4 21.6 24.6 40.4 28.5 14.3 40.3 28.2 30.2 LnGrp LOS D C C C C C D C B D C C
Approach Vol, veh/h 692 2126 1352 1157
Approach Delay, s/veh 28.7 25.1 28.6 30.7
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 22.5 20.1 23.5 11.9 22.5 10.3 33.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 21.7 22.8 18.0 9.5 21.7 6.5 34.3 Max Q Clear Time (g_c+I1), s 7.3 13.6 14.4 7.8 7.3 13.0 6.0 20.1 Green Ext Time (p_c), s 0.1 4.4 1.2 2.4 0.1 4.1 0.0 8.6 Intersection Summary
HCM 6th Ctrl Delay 27.7
HCM 6th LOS C
927
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 665 240 260 110 245 275 140 140
Storage Lanes 2 1 2 1 1 1 1 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor
Frt 0.850 0.850 0.850 0.900 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2891 1365 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4818 1500 2891 4818 1500 1583 3353 1500 1583 2891 1365 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 136 136 217 217
Link Speed (mph) 30 30 30 30
Link Distance (ft) 3633 915 558 544
Travel Time (s) 82.6 20.8 12.7 12.4
Intersection Summary
Area Type: Other
928
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 275 370 57 106 1253 126 69 68 75 141 214 847 Future Volume (vph) 275 370 57 106 1253 126 69 68 75 141 214 847 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 316 425 66 122 1440 145 79 78 86 162 246 974 Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 316 425 66 122 1440 145 79 78 86 162 733 487 Intersection Summary
929
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 275 370 57 106 1253 126 69 68 75 141 214 847 Future Volume (vph) 275 370 57 106 1253 126 69 68 75 141 214 847 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s) 16.0 49.0 49.0 17.0 50.0 50.0 9.5 24.0 24.0 30.0 44.5 44.5 Total Split (%) 13.3% 40.8% 40.8% 14.2% 41.7% 41.7% 7.9% 20.0% 20.0% 25.0% 37.1% 37.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green (s) 11.7 43.6 43.6 10.0 41.8 41.8 5.1 21.4 21.4 16.7 33.0 33.0 Actuated g/C Ratio 0.11 0.40 0.40 0.09 0.38 0.38 0.05 0.19 0.19 0.15 0.30 0.30 v/c Ratio 1.03 0.22 0.10 0.47 0.79 0.22 1.08 0.12 0.21 0.68 0.72 0.87 Control Delay 108.7 23.6 0.3 56.0 34.5 5.9 183.2 39.6 2.7 59.7 28.0 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 108.7 23.6 0.3 56.0 34.5 5.9 183.2 39.6 2.7 59.7 28.0 36.9

LOS F C A E C A F D A E C D
Approach Delay 55.0 33.6 73.2 34.8
Approach LOS E C E C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 110
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 40.5 Intersection LOS: D
Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 6: Ontario Mills Drive & 4th Street
930
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 316 425 66 122 1440 145 79 78 86 162 733 487 v/c Ratio 1.03 0.22 0.10 0.47 0.79 0.22 1.08 0.12 0.21 0.68 0.72 0.87 Control Delay 108.7 23.6 0.3 56.0 34.5 5.9 183.2 39.6 2.7 59.7 28.0 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 108.7 23.6 0.3 56.0 34.5 5.9 183.2 39.6 2.7 59.7 28.0 36.9 Queue Length 50th (ft) ~145 79 0 46 354 4 ~73 25 0 120 188 221 Queue Length 95th (ft) #228 105 0 75 398 42 #169 48 8 178 246 363 Internal Link Dist (ft) 3553 835 478 464
Turn Bay Length (ft) 665 240 260 110 245 275 140 140
Base Capacity (vph) 308 2011 705 334 2031 711 73 693 418 374 1208 642 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 1.03 0.21 0.09 0.37 0.71 0.20 1.08 0.11 0.21 0.43 0.61 0.76 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
931
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 6: Ontario Mills Drive & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 275 370 57 106 1253 126 69 68 75 141 214 847 Future Volume (veh/h) 275 370 57 106 1253 126 69 68 75 141 214 847 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 316 425 66 122 1440 145 79 78 86 162 246 974 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 290 1934 600 171 1735 539 69 896 400 190 606 1027 Arrive On Green 0.10 0.40 0.40 0.06 0.36 0.36 0.04 0.27 0.27 0.12 0.34 0.34 Sat Flow, veh/h 2910 4837 1502 2910 4837 1502 1594 3367 1502 1594 1772 3003 Grp Volume(v), veh/h 316 425 66 122 1440 145 79 78 86 162 246 974 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1455 1612 1502 1594 1683 1502 1594 1772 1502 Q Serve(g_s), s 11.5 6.7 3.2 4.7 31.3 7.9 5.0 2.0 5.1 11.5 12.2 36.4 Cycle Q Clear(g_c), s 11.5 6.7 3.2 4.7 31.3 7.9 5.0 2.0 5.1 11.5 12.2 36.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 290 1934 600 171 1735 539 69 896 400 190 606 1027 V/C Ratio(X) 1.09 0.22 0.11 0.71 0.83 0.27 1.14 0.09 0.22 0.85 0.41 0.95 Avail Cap(c_a), veh/h 290 1934 600 316 1910 593 69 896 400 353 615 1043 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 51.9 22.7 21.7 53.3 33.7 26.2 55.1 31.8 32.9 49.8 29.0 36.9 Incr Delay (d2), s/veh 78.3 0.1 0.1 5.5 3.0 0.3 152.0 0.0 0.3 10.3 0.4 16.8 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 7.3 2.5 1.1 1.9 12.5 2.9 4.9 0.8 1.9 5.1 5.3 15.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 130.2 22.8 21.8 58.8 36.7 26.5 207.1 31.8 33.2 60.1 29.4 53.7 LnGrp LOS F C C E D C F C C E C D
Approach Vol, veh/h 807 1707 243 1382
Approach Delay, s/veh 64.8 37.4 89.3 50.2
Approach LOS E D F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.2 35.2 11.3 50.6 9.5 43.9 16.0 45.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 19.5 12.5 44.5 5.0 40.0 11.5 45.5 Max Q Clear Time (g_c+I1), s 13.5 7.1 6.7 8.7 7.0 38.4 13.5 33.3 Green Ext Time (p_c), s 0.3 0.5 0.2 3.4 0.0 1.0 0.0 8.0 Intersection Summary
HCM 6th Ctrl Delay 50.1
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 932
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 120 240 0 100 0 145 145
Storage Lanes 2 1 1 0 1 0 1 2
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 1.00 0.91 0.91 1.00 0.95 0.95 0.95 0.95 0.88 Ped Bike Factor
Frt 0.850 0.983 0.891 0.850
Flt Protected 0.950 0.950 0.950 0.950 0.966
Satd. Flow (prot) 2891 4818 1500 1583 4736 0 1583 2987 0 1504 1619 2640 Flt Permitted 0.950 0.950 0.950 0.950 0.966
Satd. Flow (perm) 2891 4818 1500 1583 4736 0 1583 2987 0 1504 1619 2640 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 25 58 512
Link Speed (mph) 30 30 30 30
Link Distance (ft) 915 1496 309 544
Travel Time (s) 20.8 34.0 7.0 12.4
Intersection Summary
Area Type: Other
933
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 205 334 74 43 460 60 106 21 55 356 63 924 Future Volume (vph) 205 334 74 43 460 60 106 21 55 356 63 924 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 216 352 78 45 484 63 112 22 58 375 66 973 Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 216 352 78 45 547 0 112 80 0 217 224 973 Intersection Summary
934
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 205 334 74 43 460 106 21 356 63 924 Future Volume (vph) 205 334 74 43 460 106 21 356 63 924 Turn Type Prot NA Perm Prot NA Split NA Split NA pm+ov
Protected Phases 7 4 3 8 2 2 6 6 7
Permitted Phases 4 6
Detector Phase 7 4 4 3 8 2 2 6 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 18.0 30.5 30.5 14.0 26.5 22.7 22.7 22.8 22.8 18.0 Total Split (%) 20.0% 33.9% 33.9% 15.6% 29.4% 25.2% 25.2% 25.3% 25.3% 20.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min None Act Effct Green (s) 11.7 22.4 22.4 7.5 14.0 10.4 10.4 14.8 14.8 31.2 Actuated g/C Ratio 0.17 0.33 0.33 0.11 0.20 0.15 0.15 0.22 0.22 0.46 v/c Ratio 0.44 0.22 0.14 0.26 0.56 0.46 0.16 0.67 0.64 0.66 Control Delay 30.8 20.3 2.0 35.8 26.6 35.6 13.1 38.0 35.7 9.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.8 20.3 2.0 35.8 26.6 35.6 13.1 38.0 35.7 9.3

LOS C C A D C D B D D A
Approach Delay 21.6 27.3 26.2 17.9
Approach LOS C C C B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 68.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 21.3 Intersection LOS: C
Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 7: I-15 NB Ramps & 4th Street
935
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Group Flow (vph) 216 352 78 45 547 112 80 217 224 973 v/c Ratio 0.44 0.22 0.14 0.26 0.56 0.46 0.16 0.67 0.64 0.66 Control Delay 30.8 20.3 2.0 35.8 26.6 35.6 13.1 38.0 35.7 9.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 30.8 20.3 2.0 35.8 26.6 35.6 13.1 38.0 35.7 9.3 Queue Length 50th (ft) 43 44 0 18 74 45 4 89 91 71
Queue Length 95th (ft) 88 78 11 53 121 101 23 #203 192 175 Internal Link Dist (ft) 835 1416 229 464
Turn Bay Length (ft) 200 120 240 100 145 145
Base Capacity (vph) 589 1903 669 227 1660 434 862 415 447 1548 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.37 0.18 0.12 0.20 0.33 0.26 0.09 0.52 0.50 0.63 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
936
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 7: I-15 NB Ramps & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 205 334 74 43 460 60 106 21 55 356 63 924 Future Volume (veh/h) 205 334 74 43 460 60 106 21 55 356 63 924 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1673 1772 1772 1673 1772 1772 1673 1772 1772 Adj Flow Rate, veh/h 216 352 78 45 484 63 112 22 58 422 0 973 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 314 1214 377 70 811 104 174 184 164 958 0 1227 Arrive On Green 0.11 0.25 0.25 0.04 0.19 0.19 0.11 0.11 0.11 0.30 0.00 0.30 Sat Flow, veh/h 2910 4837 1502 1594 4341 556 1594 1683 1502 3188 0 3003 Grp Volume(v), veh/h 216 352 78 45 357 190 112 22 58 422 0 973 Grp Sat Flow(s),veh/h/ln 1455 1612 1502 1594 1612 1672 1594 1683 1502 1594 0 1502 Q Serve(g_s), s 4.4 3.6 2.5 1.7 6.2 6.3 4.1 0.7 2.2 6.5 0.0 17.3 Cycle Q Clear(g_c), s 4.4 3.6 2.5 1.7 6.2 6.3 4.1 0.7 2.2 6.5 0.0 17.3 Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 314 1214 377 70 602 312 174 184 164 958 0 1227 V/C Ratio(X) 0.69 0.29 0.21 0.65 0.59 0.61 0.64 0.12 0.35 0.44 0.00 0.79 Avail Cap(c_a), veh/h 645 2065 641 249 1218 631 476 503 449 958 0 1227 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 0.00 1.00 Uniform Delay (d), s/veh 26.2 18.4 18.0 28.7 22.6 22.7 26.0 24.5 25.1 17.2 0.0 15.8 Incr Delay (d2), s/veh 2.7 0.1 0.3 9.6 0.9 1.9 3.9 0.3 1.3 0.3 0.0 3.7 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 1.5 1.3 0.8 0.8 2.3 2.5 1.7 0.3 0.8 2.2 0.0 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.8 18.6 18.3 38.2 23.6 24.6 29.9 24.8 26.4 17.5 0.0 19.4 LnGrp LOS C B B D C C C C C B A B
Approach Vol, veh/h 646 592 192 1395
Approach Delay, s/veh 22.0 25.0 28.3 18.8
Approach LOS C C C B
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.2 7.2 19.8 22.8 11.1 15.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 * 4.5
Max Green Setting (Gmax), s 18.2 9.5 26.0 18.3 13.5 * 23 Max Q Clear Time (g_c+I1), s 6.1 3.7 5.6 19.3 6.4 8.3
Green Ext Time (p_c), s 0.6 0.0 2.5 0.0 0.4 3.0
Intersection Summary
HCM 6th Ctrl Delay 21.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.
937
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 190 50 225 190 240 295 130 225
Storage Lanes 2 0 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 0.95 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.903 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3028 0 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 87 182 182 182
Link Speed (mph) 30 30 30 30
Link Distance (ft) 535 701 973 1045
Travel Time (s) 12.2 15.9 22.1 23.8
Intersection Summary
Area Type: Other
938
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 20 43 78 157 57 17 68 1742 141 93 1352 42 Future Volume (vph) 20 43 78 157 57 17 68 1742 141 93 1352 42 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 22 48 87 174 63 19 76 1936 157 103 1502 47 Shared Lane Traffic (%)
Lane Group Flow (vph) 22 135 0 174 63 19 76 1936 157 103 1502 47 Intersection Summary
939
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 20 43 157 57 17 68 1742 141 93 1352 42 Future Volume (vph) 20 43 157 57 17 68 1742 141 93 1352 42 Turn Type Prot NA Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 22.5 11.1 24.1 12.2 46.1 10.3 44.2
Total Split (%) 10.6% 25.0% 12.3% 26.8% 13.6% 51.2% 11.4% 49.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.1 7.0 6.7 14.6 75.2 7.0 40.1 75.2 5.9 38.9 75.2 Actuated g/C Ratio 0.07 0.09 0.09 0.19 1.00 0.09 0.53 1.00 0.08 0.52 1.00 v/c Ratio 0.11 0.38 0.50 0.10 0.01 0.28 0.60 0.10 0.46 0.48 0.03 Control Delay 37.0 17.8 39.9 29.7 0.0 36.6 13.5 0.1 42.5 12.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.0 17.8 39.9 29.7 0.0 36.6 13.5 0.1 42.5 12.9 0.0

LOS D B D C A D B A D B A
Approach Delay 20.5 34.4 13.4 14.4
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 75.2
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.60
Intersection Signal Delay: 15.3 Intersection LOS: B
Intersection Capacity Utilization 54.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: Haven Avenue & Concours Street
940
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 22 135 174 63 19 76 1936 157 103 1502 47 v/c Ratio 0.11 0.38 0.50 0.10 0.01 0.28 0.60 0.10 0.46 0.48 0.03 Control Delay 37.0 17.8 39.9 29.7 0.0 36.6 13.5 0.1 42.5 12.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.0 17.8 39.9 29.7 0.0 36.6 13.5 0.1 42.5 12.9 0.0 Queue Length 50th (ft) 5 11 29 12 0 18 178 0 25 131 0
Queue Length 95th (ft) 17 37 52 33 0 39 230 0 51 173 0
Internal Link Dist (ft) 455 621 893 965
Turn Bay Length (ft) 190 225 190 240 295 130 225
Base Capacity (vph) 195 801 351 887 1500 300 3409 1500 226 3274 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.17 0.50 0.07 0.01 0.25 0.57 0.10 0.46 0.46 0.03 Intersection Summary
941
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 8: Haven Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 43 78 157 57 17 68 1742 141 93 1352 42 Future Volume (veh/h) 20 43 78 157 57 17 68 1742 141 93 1352 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 22 48 87 174 63 0 76 1936 0 103 1502 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 73 154 138 284 465 164 3081 185 3125
Arrive On Green 0.03 0.09 0.09 0.07 0.14 0.00 0.06 0.51 0.00 0.06 0.51 0.00 Sat Flow, veh/h 2910 1683 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 22 48 87 174 63 0 76 1936 0 103 1502 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 0.5 1.8 3.8 2.9 1.1 0.0 1.7 15.5 0.0 2.3 10.7 0.0 Cycle Q Clear(g_c), s 0.5 1.8 3.8 2.9 1.1 0.0 1.7 15.5 0.0 2.3 10.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 73 154 138 284 465 164 3081 185 3125 V/C Ratio(X) 0.30 0.31 0.63 0.61 0.14 0.46 0.63 0.56 0.48 Avail Cap(c_a), veh/h 216 451 402 389 982 333 3773 251 3600 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.2 28.5 29.4 30.3 25.4 0.0 30.7 12.0 0.0 30.6 10.6 0.0 Incr Delay (d2), s/veh 2.3 1.1 4.7 2.2 0.1 0.0 2.0 0.2 0.0 2.6 0.1 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 0.2 0.7 1.5 0.9 0.4 0.0 0.6 4.6 0.0 0.8 3.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.5 29.7 34.2 32.5 25.6 0.0 32.8 12.3 0.0 33.2 10.7 0.0 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 157 237 A 2012 A 1605 A
Approach Delay, s/veh 32.8 30.6 13.0 12.1
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 38.5 9.3 10.7 8.3 39.0 6.2 13.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.8 41.6 6.6 18.0 7.7 39.7 5.0 19.6 Max Q Clear Time (g_c+I1), s 4.3 17.5 4.9 5.8 3.7 12.7 2.5 3.1 Green Ext Time (p_c), s 0.0 16.5 0.1 0.5 0.1 13.3 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 14.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 942
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 0 0 115 0 120 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Ped Bike Factor
Frt 0.992 0.973 0.994 0.979
Flt Protected 0.950 0.955 0.971 0.950 0.950
Satd. Flow (prot) 1593 1588 0 0 1667 0 1676 4789 0 1676 4716 0 Flt Permitted 0.950 0.955 0.950 0.950
Satd. Flow (perm) 1593 1588 0 0 1717 0 1676 4789 0 1676 4716 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 143 1 7 36
Link Speed (mph) 30 30 30 30
Link Distance (ft) 399 148 191 256
Travel Time (s) 9.1 3.4 4.3 5.8
Intersection Summary
Area Type: Other
943
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 99 0 3 3 1 1 47 476 20 1 656 104
Future Volume (vph) 99 0 3 3 1 1 47 476 20 1 656 104
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 110 0 3 3 1 1 52 529 22 1 729 116
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 57 56 0 0 5 0 52 551 0 1 845 0
Intersection Summary
944
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 99 0 3 1 47 476 1 656
Future Volume (vph) 99 0 3 1 47 476 1 656
Turn Type Split NA Perm NA Prot NA Prot NA
Protected Phases 4 4 8 5 2 1 6
Permitted Phases 8
Detector Phase 4 4 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 9.6 25.5 9.5 25.4
Total Split (%) 28.1% 28.1% 28.1% 28.1% 12.0% 31.9% 11.9% 31.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 7.4 7.4 6.1 5.5 26.0 5.3 24.1
Actuated g/C Ratio 0.18 0.18 0.15 0.13 0.63 0.13 0.58
v/c Ratio 0.20 0.14 0.02 0.24 0.18 0.00 0.31
Control Delay 19.6 0.7 19.5 23.5 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.6 0.7 19.5 23.5 6.7 22.0 8.4

LOS B A B C A C A
Approach Delay 10.2 19.5 8.2 8.4
Approach LOS B B A A
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 41.4
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.31
Intersection Signal Delay: 8.5 Intersection LOS: A
Intersection Capacity Utilization 35.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 9: Concours Street & Ontario Center Parkway 945
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT WBT NBL NBT SBL SBT
Lane Group Flow (vph) 57 56 5 52 551 1 845
v/c Ratio 0.20 0.14 0.02 0.24 0.18 0.00 0.31
Control Delay 19.6 0.7 19.5 23.5 6.7 22.0 8.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.6 0.7 19.5 23.5 6.7 22.0 8.4
Queue Length 50th (ft) 9 0 1 9 15 0 24
Queue Length 95th (ft) 48 0 10 48 75 5 115
Internal Link Dist (ft) 319 68 111 176
Turn Bay Length (ft) 170 115 120
Base Capacity (vph) 740 814 798 220 3040 216 2883
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.08 0.07 0.01 0.24 0.18 0.00 0.29
Intersection Summary
946
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 9: Concours Street & Ontario Center Parkway 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 0 3 3 1 1 47 476 20 1 656 104 Future Volume (veh/h) 99 0 3 3 1 1 47 476 20 1 656 104
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 113 0 0 3 1 1 52 529 22 1 729 116
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 320 168 0 7 2 2 95 1849 77 5 1403 221
Arrive On Green 0.09 0.00 0.00 0.01 0.01 0.01 0.06 0.39 0.39 0.00 0.33 0.33 Sat Flow, veh/h 3375 1772 0 997 332 332 1688 4764 197 1688 4213 664 Grp Volume(v), veh/h 113 0 0 5 0 0 52 357 194 1 556 289 Grp Sat Flow(s),veh/h/ln 1688 1772 0 1662 0 0 1688 1612 1736 1688 1612 1652 Q Serve(g_s), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.7 2.7 0.0 4.9 5.0 Cycle Q Clear(g_c), s 1.1 0.0 0.0 0.1 0.0 0.0 1.1 2.7 2.7 0.0 4.9 5.0 Prop In Lane 1.00 0.00 0.60 0.20 1.00 0.11 1.00 0.40
Lane Grp Cap(c), veh/h 320 168 0 11 0 0 95 1252 674 5 1074 550 V/C Ratio(X) 0.35 0.00 0.00 0.44 0.00 0.00 0.54 0.29 0.29 0.21 0.52 0.52 Avail Cap(c_a), veh/h 1718 902 0 846 0 0 243 1915 1031 239 1905 976 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 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.0 0.0 0.0 17.5 0.0 0.0 16.2 7.4 7.5 17.6 9.5 9.5 Incr Delay (d2), s/veh 0.7 0.0 0.0 25.1 0.0 0.0 4.8 0.1 0.2 20.4 0.4 0.8 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 0.4 0.0 0.0 0.1 0.0 0.0 0.5 0.7 0.7 0.0 1.3 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.7 0.0 0.0 42.5 0.0 0.0 21.0 7.6 7.7 38.1 9.9 10.3 LnGrp LOS B A A D A A C A A D A B
Approach Vol, veh/h 113 5 603 846
Approach Delay, s/veh 15.7 42.5 8.8 10.1
Approach LOS B D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.5 18.2 7.9 6.5 16.3 4.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 21.0 18.0 5.1 20.9 18.0 Max Q Clear Time (g_c+I1), s 2.0 4.7 3.1 3.1 7.0 2.1
Green Ext Time (p_c), s 0.0 3.2 0.3 0.0 4.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. 947
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 200 280 140 135 235 135 225 160
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 234 234 234 280
Link Speed (mph) 30 30 30 30
Link Distance (ft) 635 349 993 1030
Travel Time (s) 14.4 7.9 22.6 23.4
Intersection Summary
Area Type: Other
948
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 97 23 119 47 75 38 184 902 57 51 864 241 Future Volume (vph) 97 23 119 47 75 38 184 902 57 51 864 241 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 113 27 138 55 87 44 214 1049 66 59 1005 280 Shared Lane Traffic (%)
Lane Group Flow (vph) 113 27 138 55 87 44 214 1049 66 59 1005 280 Intersection Summary
949
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 97 23 119 47 75 38 184 902 57 51 864 241 Future Volume (vph) 97 23 119 47 75 38 184 902 57 51 864 241 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.0 23.0 9.5 22.5 13.0 28.0 9.5 24.5
Total Split (%) 14.3% 32.9% 13.6% 32.1% 18.6% 40.0% 13.6% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.6 11.0 54.3 5.1 6.9 54.3 8.1 29.3 54.3 5.1 20.6 54.3 Actuated g/C Ratio 0.10 0.20 1.00 0.09 0.13 1.00 0.15 0.54 1.00 0.09 0.38 1.00 v/c Ratio 0.38 0.04 0.09 0.20 0.20 0.03 0.49 0.32 0.04 0.22 0.44 0.19 Control Delay 29.2 21.0 0.1 27.2 24.3 0.0 27.3 11.1 0.1 27.4 15.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.2 21.0 0.1 27.2 24.3 0.0 27.3 11.1 0.1 27.4 15.3 0.3

LOS C C A C C A C B A C B A
Approach Delay 13.9 19.4 13.2 12.7
Approach LOS B B B B
Intersection Summary
Cycle Length: 70
Actuated Cycle Length: 54.3
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.49
Intersection Signal Delay: 13.4 Intersection LOS: B
Intersection Capacity Utilization 40.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Milliken Avenue & Concours Street 950
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 113 27 138 55 87 44 214 1049 66 59 1005 280 v/c Ratio 0.38 0.04 0.09 0.20 0.20 0.03 0.49 0.32 0.04 0.22 0.44 0.19 Control Delay 29.2 21.0 0.1 27.2 24.3 0.0 27.3 11.1 0.1 27.4 15.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.2 21.0 0.1 27.2 24.3 0.0 27.3 11.1 0.1 27.4 15.3 0.3 Queue Length 50th (ft) 19 3 0 9 14 0 35 75 0 10 79 0
Queue Length 95th (ft) 40 13 0 23 31 0 64 99 0 25 104 0 Internal Link Dist (ft) 555 269 913 950
Turn Bay Length (ft) 200 280 140 135 235 135 225 160
Base Capacity (vph) 299 1168 1500 272 1137 1500 463 3301 1500 272 2429 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.38 0.02 0.09 0.20 0.08 0.03 0.46 0.32 0.04 0.22 0.41 0.19 Intersection Summary
951
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 10: Milliken Avenue & Concours Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 97 23 119 47 75 38 184 902 57 51 864 241 Future Volume (veh/h) 97 23 119 47 75 38 184 902 57 51 864 241 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 113 27 0 55 87 0 214 1049 0 59 1005 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 245 428 161 330 325 2177 169 1850
Arrive On Green 0.08 0.13 0.00 0.06 0.10 0.00 0.11 0.36 0.00 0.06 0.30 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 113 27 0 55 87 0 214 1049 0 59 1005 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.7 0.3 0.0 0.8 1.1 0.0 3.2 6.0 0.0 0.9 6.2 0.0 Cycle Q Clear(g_c), s 1.7 0.3 0.0 0.8 1.1 0.0 3.2 6.0 0.0 0.9 6.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 245 428 161 330 325 2177 169 1850 V/C Ratio(X) 0.46 0.06 0.34 0.26 0.66 0.48 0.35 0.54
Avail Cap(c_a), veh/h 358 1392 325 1355 553 3202 325 2725 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.5 17.2 0.0 20.3 18.7 0.0 19.1 11.2 0.0 20.3 13.0 0.0 Incr Delay (d2), s/veh 1.3 0.1 0.0 1.2 0.4 0.0 2.3 0.2 0.0 1.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.1 0.0 0.3 0.4 0.0 1.0 1.6 0.0 0.3 1.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.9 17.2 0.0 21.6 19.1 0.0 21.3 11.3 0.0 21.5 13.2 0.0 LnGrp LOS C B C B C B C B
Approach Vol, veh/h 140 A 142 A 1263 A 1064 A
Approach Delay, s/veh 20.2 20.1 13.0 13.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 7.1 20.5 7.0 10.2 9.5 18.1 8.3 8.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 5.0 18.5 8.5 20.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 2.9 8.0 2.8 2.3 5.2 8.2 3.7 3.1 Green Ext Time (p_c), s 0.0 6.7 0.0 0.1 0.2 5.4 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 952
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 130 290 230 490 230 145 250
Storage Lanes 2 1 3 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.94 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 3940 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 73 236 433 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 545 678 1034 973
Travel Time (s) 12.4 15.4 23.5 22.1
Intersection Summary
Area Type: Other
953
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 51 94 230 113 99 20 442 2014 622 50 1331 72 Future Volume (vph) 51 94 230 113 99 20 442 2014 622 50 1331 72 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 55 101 247 122 106 22 475 2166 669 54 1431 77 Shared Lane Traffic (%)
Lane Group Flow (vph) 55 101 247 122 106 22 475 2166 669 54 1431 77 Intersection Summary
954
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 51 94 230 113 99 20 442 2014 622 50 1331 72 Future Volume (vph) 51 94 230 113 99 20 442 2014 622 50 1331 72 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 5 3 8 5 2 1 6
Permitted Phases 4 Free Free Free
Detector Phase 7 4 5 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 22.5 24.0 9.5 22.5 24.0 48.5 9.5 34.0 Total Split (%) 10.6% 25.0% 26.7% 10.6% 25.0% 26.7% 53.9% 10.6% 37.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.4 8.1 26.6 5.4 9.9 71.1 17.3 46.7 71.1 5.4 27.9 71.1 Actuated g/C Ratio 0.08 0.11 0.37 0.08 0.14 1.00 0.24 0.66 1.00 0.08 0.39 1.00 v/c Ratio 0.25 0.27 0.41 0.41 0.23 0.01 0.67 0.54 0.45 0.25 0.60 0.05 Control Delay 39.1 34.8 14.0 40.8 33.2 0.0 32.1 10.9 1.0 39.1 20.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.1 34.8 14.0 40.8 33.2 0.0 32.1 10.9 1.0 39.1 20.3 0.1

LOS D C B D C A C B A D C A
Approach Delay 22.7 34.0 11.9 19.9
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.1
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 16.0 Intersection LOS: B
Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 11: Haven Avenue & Inland Empire Boulevard 955
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 55 101 247 122 106 22 475 2166 669 54 1431 77 v/c Ratio 0.25 0.27 0.41 0.41 0.23 0.01 0.67 0.54 0.45 0.25 0.60 0.05 Control Delay 39.1 34.8 14.0 40.8 33.2 0.0 32.1 10.9 1.0 39.1 20.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.1 34.8 14.0 40.8 33.2 0.0 32.1 10.9 1.0 39.1 20.3 0.1 Queue Length 50th (ft) 13 25 58 21 26 0 111 203 0 13 166 0 Queue Length 95th (ft) 32 48 114 40 50 0 166 256 0 31 214 0 Internal Link Dist (ft) 465 598 954 893
Turn Bay Length (ft) 130 130 290 230 490 230 145 250
Base Capacity (vph) 219 915 680 298 915 1500 854 3989 1500 219 2721 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.25 0.11 0.36 0.41 0.12 0.01 0.56 0.54 0.45 0.25 0.53 0.05 Intersection Summary
956
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 11: Haven Avenue & Inland Empire Boulevard 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 94 230 113 99 20 442 2014 622 50 1331 72 Future Volume (veh/h) 51 94 230 113 99 20 442 2014 622 50 1331 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1477 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 55 101 247 122 106 0 475 2166 0 54 1431 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 130 546 535 235 595 564 3077 128 2164
Arrive On Green 0.04 0.16 0.16 0.06 0.18 0.00 0.19 0.50 0.00 0.04 0.36 0.00 Sat Flow, veh/h 2910 3367 1502 3966 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 55 101 247 122 106 0 475 2166 0 54 1431 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1322 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.4 2.0 9.9 2.3 2.1 0.0 12.3 21.4 0.0 1.4 15.5 0.0 Cycle Q Clear(g_c), s 1.4 2.0 9.9 2.3 2.1 0.0 12.3 21.4 0.0 1.4 15.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 130 546 535 235 595 564 3077 128 2164 V/C Ratio(X) 0.42 0.19 0.46 0.52 0.18 0.84 0.70 0.42 0.66 Avail Cap(c_a), veh/h 186 773 636 253 773 724 3422 186 2294 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 36.5 28.4 19.5 35.8 27.4 0.0 30.4 14.9 0.0 36.5 21.3 0.0 Incr Delay (d2), s/veh 2.2 0.2 0.6 1.8 0.1 0.0 7.1 0.6 0.0 2.2 0.7 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 0.5 0.8 3.4 0.8 0.8 0.0 4.7 6.8 0.0 0.5 5.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 28.5 20.1 37.5 27.6 0.0 37.5 15.5 0.0 38.7 22.0 0.0 LnGrp LOS D C C D C D B D C
Approach Vol, veh/h 403 228 A 2641 A 1485 A
Approach Delay, s/veh 24.7 32.9 19.5 22.6
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.0 44.1 9.1 17.2 19.7 32.3 8.0 18.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 44.0 5.0 18.0 19.5 29.5 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.4 23.4 4.3 11.9 14.3 17.5 3.4 4.1 Green Ext Time (p_c), s 0.0 16.2 0.0 0.8 0.9 7.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 21.5
HCM 6th LOS C
Notes
User approved changes to right turn type.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 957
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 125 130 255 210 330 160 200 120
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 3353 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 236 236 236 236
Link Speed (mph) 30 30 30 30
Link Distance (ft) 523 447 1114 993
Travel Time (s) 11.9 10.2 25.3 22.6
Intersection Summary
Area Type: Other
958
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 61 32 50 95 75 19 390 1044 106 31 862 125 Future Volume (vph) 61 32 50 95 75 19 390 1044 106 31 862 125 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 71 37 58 110 87 22 453 1214 123 36 1002 145 Shared Lane Traffic (%)
Lane Group Flow (vph) 71 37 58 110 87 22 453 1214 123 36 1002 145 Intersection Summary
959
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 61 32 50 95 75 19 390 1044 106 31 862 125 Future Volume (vph) 61 32 50 95 75 19 390 1044 106 31 862 125 Turn Type Prot NA Free Prot NA Free Prot NA Free Prot NA Free Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases Free Free Free Free
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 22.5 11.0 23.9 28.0 45.2 11.3 28.5
Total Split (%) 10.7% 25.0% 12.2% 26.6% 31.1% 50.2% 12.6% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None Min None Min
Act Effct Green (s) 5.8 7.1 61.5 9.1 7.9 61.5 15.9 39.1 61.5 6.9 19.8 61.5 Actuated g/C Ratio 0.09 0.12 1.00 0.15 0.13 1.00 0.26 0.64 1.00 0.11 0.32 1.00 v/c Ratio 0.26 0.10 0.04 0.26 0.20 0.01 0.61 0.31 0.08 0.11 0.51 0.10 Control Delay 34.9 31.1 0.0 32.0 30.6 0.0 26.4 8.8 0.1 31.8 19.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 31.1 0.0 32.0 30.6 0.0 26.4 8.8 0.1 31.8 19.8 0.1

LOS C C A C C A C A A C B A
Approach Delay 21.9 28.2 12.7 17.7
Approach LOS C C B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 61.5
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 15.9 Intersection LOS: B
Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 12: Milliken Avenue & Inland Empire Boulevard 960
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 37 58 110 87 22 453 1214 123 36 1002 145 v/c Ratio 0.26 0.10 0.04 0.26 0.20 0.01 0.61 0.31 0.08 0.11 0.51 0.10 Control Delay 34.9 31.1 0.0 32.0 30.6 0.0 26.4 8.8 0.1 31.8 19.8 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.9 31.1 0.0 32.0 30.6 0.0 26.4 8.8 0.1 31.8 19.8 0.1 Queue Length 50th (ft) 14 7 0 22 17 0 87 61 0 7 98 0
Queue Length 95th (ft) 35 21 0 48 39 0 134 119 0 21 139 0 Internal Link Dist (ft) 443 367 1034 913
Turn Bay Length (ft) 125 130 255 210 330 160 200 120
Base Capacity (vph) 274 1123 1500 440 1211 1500 1264 4077 1500 366 2712 1500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.26 0.03 0.04 0.25 0.07 0.01 0.36 0.30 0.08 0.10 0.37 0.10 Intersection Summary
961
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 12: Milliken Avenue & Inland Empire Boulevard 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 32 50 95 75 19 390 1044 106 31 862 125 Future Volume (veh/h) 61 32 50 95 75 19 390 1044 106 31 862 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 71 37 0 110 87 0 453 1214 0 36 1002 0 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 177 297 219 345 609 2814 113 1774
Arrive On Green 0.06 0.09 0.00 0.08 0.10 0.00 0.21 0.46 0.00 0.04 0.29 0.00 Sat Flow, veh/h 2910 3367 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 71 37 0 110 87 0 453 1214 0 36 1002 0 Grp Sat Flow(s),veh/h/ln 1455 1683 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 1.3 0.5 0.0 1.9 1.3 0.0 7.8 7.2 0.0 0.6 7.5 0.0 Cycle Q Clear(g_c), s 1.3 0.5 0.0 1.9 1.3 0.0 7.8 7.2 0.0 0.6 7.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 177 297 219 345 609 2814 113 1774 V/C Ratio(X) 0.40 0.12 0.50 0.25 0.74 0.43 0.32 0.56
Avail Cap(c_a), veh/h 277 1132 353 1220 1277 4633 370 2732 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.2 22.5 0.0 23.8 22.1 0.0 19.8 9.7 0.0 25.1 16.1 0.0 Incr Delay (d2), s/veh 1.5 0.2 0.0 1.8 0.4 0.0 1.8 0.1 0.0 1.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.2 0.0 0.7 0.5 0.0 2.5 2.0 0.0 0.2 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.7 22.7 0.0 25.6 22.5 0.0 21.6 9.8 0.0 26.7 16.4 0.0 LnGrp LOS C C C C C A C B
Approach Vol, veh/h 108 A 197 A 1667 A 1038 A
Approach Delay, s/veh 24.6 24.2 13.0 16.7
Approach LOS C C B B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.6 29.2 8.5 9.2 15.7 20.1 7.8 10.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.8 40.7 6.5 18.0 23.5 24.0 5.1 19.4 Max Q Clear Time (g_c+I1), s 2.6 9.2 3.9 2.5 9.8 9.5 3.3 3.3 Green Ext Time (p_c), s 0.0 10.8 0.1 0.1 1.4 6.1 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 15.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 962
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 175 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 0.86 1.00 1.00 0.86
Ped Bike Factor
Frt 0.943 0.850
Flt Protected 0.970
Satd. Flow (prot) 2958 1365 6071 0 0 6071
Flt Permitted 0.970
Satd. Flow (perm) 2958 1365 6071 0 0 6071
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 30 30
Link Distance (ft) 592 1067 1034
Travel Time (s) 13.5 24.3 23.5
Intersection Summary
Area Type: Other
963
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 477 653 2518 0 0 1478
Future Volume (vph) 477 653 2518 0 0 1478
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 524 718 2767 0 0 1624
Shared Lane Traffic (%) 45%
Lane Group Flow (vph) 847 395 2767 0 0 1624
Intersection Summary
964
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Configurations
Traffic Volume (vph) 477 653 2518 1478
Future Volume (vph) 477 653 2518 1478
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Detector Phase 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 43.0 43.0 77.0 77.0
Total Split (%) 35.8% 35.8% 64.2% 64.2%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 37.0 37.0 72.5 72.5
Actuated g/C Ratio 0.31 0.31 0.61 0.61
v/c Ratio 0.92 0.93 0.74 0.44
Control Delay 54.8 68.3 18.2 12.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 54.8 68.3 18.2 12.8

LOS D E B B
Approach Delay 59.1 18.2 12.8
Approach LOS E B B
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 25.7 Intersection LOS: C
Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 13: Haven Avenue & I-10 WB Ramps
965
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group WBL WBR NBT SBT
Lane Group Flow (vph) 847 395 2767 1624
v/c Ratio 0.92 0.93 0.74 0.44
Control Delay 54.8 68.3 18.2 12.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 54.8 68.3 18.2 12.8
Queue Length 50th (ft) 320 318 425 185
Queue Length 95th (ft) #434 #527 470 212
Internal Link Dist (ft) 512 987 954
Turn Bay Length (ft) 175
Base Capacity (vph) 962 445 3715 3715
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.88 0.89 0.74 0.44
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
966
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 13: Haven Avenue & I-10 WB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 477 653 2518 0 0 1478
Future Volume (veh/h) 477 653 2518 0 0 1478
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 1772 0 0 1772
Adj Flow Rate, veh/h 414 836 2767 0 0 1624
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 2 2 2 0 0 2
Cap, veh/h 495 934 3711 0 0 3711
Arrive On Green 0.31 0.31 0.61 0.00 0.00 0.61
Sat Flow, veh/h 1594 3003 6592 0 0 6592
Grp Volume(v), veh/h 414 836 2767 0 0 1624
Grp Sat Flow(s),veh/h/ln 1594 1502 1524 0 0 1524
Q Serve(g_s), s 27.1 29.8 36.4 0.0 0.0 15.9
Cycle Q Clear(g_c), s 27.1 29.8 36.4 0.0 0.0 15.9
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 495 934 3711 0 0 3711
V/C Ratio(X) 0.84 0.90 0.75 0.00 0.00 0.44
Avail Cap(c_a), veh/h 548 1033 3947 0 0 3947
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00
Uniform Delay (d), s/veh 35.9 36.8 15.7 0.0 0.0 11.7
Incr Delay (d2), s/veh 10.0 9.6 0.8 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.8 12.0 12.0 0.0 0.0 5.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.9 46.5 16.4 0.0 0.0 11.8
LnGrp LOS D D B A A B
Approach Vol, veh/h 1250 2767 1624
Approach Delay, s/veh 46.3 16.4 11.8
Approach LOS D B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 72.7 72.7 39.3
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 72.5 72.5 38.5
Max Q Clear Time (g_c+I1), s 38.4 17.9 31.8
Green Ext Time (p_c), s 29.7 19.7 3.0
Intersection Summary
HCM 6th Ctrl Delay 21.7
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 967
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 50 50 190 235 585 150 500 50
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 1.00 1.00 0.97 0.95 1.00 0.97 0.86 1.00 0.97 0.86 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1500 2891 3353 1500 2891 6071 1500 2891 6071 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 256 182 325 249
Link Speed (mph) 30 30 30 30
Link Distance (ft) 411 496 902 1114
Travel Time (s) 9.3 11.3 20.5 25.3
Intersection Summary
Area Type: Other
968
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 594 86 228 156 178 33 148 864 289 80 595 243 Future Volume (vph) 594 86 228 156 178 33 148 864 289 80 595 243 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 667 97 256 175 200 37 166 971 325 90 669 273 Shared Lane Traffic (%)
Lane Group Flow (vph) 667 97 256 175 200 37 166 971 325 90 669 273 Intersection Summary
969
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 594 86 228 156 178 33 148 864 289 80 595 243 Future Volume (vph) 594 86 228 156 178 33 148 864 289 80 595 243 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7
Permitted Phases 4 8 2 6
Detector Phase 7 4 4 3 8 8 5 2 3 1 6 7
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split (s) 32.0 31.9 31.9 22.6 22.5 22.5 12.0 26.0 22.6 9.5 23.5 32.0 Total Split (%) 35.6% 35.4% 35.4% 25.1% 25.0% 25.0% 13.3% 28.9% 25.1% 10.6% 26.1% 35.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 22.4 22.2 22.2 10.2 10.0 10.0 7.5 21.1 35.9 5.1 16.2 43.2 Actuated g/C Ratio 0.30 0.30 0.30 0.14 0.13 0.13 0.10 0.28 0.48 0.07 0.22 0.58 v/c Ratio 0.77 0.19 0.41 0.44 0.45 0.10 0.57 0.56 0.36 0.45 0.51 0.28 Control Delay 31.0 21.7 5.3 35.0 34.8 0.6 43.6 25.9 3.0 44.8 27.7 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.0 21.7 5.3 35.0 34.8 0.6 43.6 25.9 3.0 44.8 27.7 2.2

LOS C C A D C A D C A D C A
Approach Delay 23.6 31.8 22.8 22.5
Approach LOS C C C C
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 74.5
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 23.9 Intersection LOS: C
Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 970
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 667 97 256 175 200 37 166 971 325 90 669 273 v/c Ratio 0.77 0.19 0.41 0.44 0.45 0.10 0.57 0.56 0.36 0.45 0.51 0.28 Control Delay 31.0 21.7 5.3 35.0 34.8 0.6 43.6 25.9 3.0 44.8 27.7 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.0 21.7 5.3 35.0 34.8 0.6 43.6 25.9 3.0 44.8 27.7 2.2 Queue Length 50th (ft) 150 34 0 41 47 0 40 118 0 22 80 4 Queue Length 95th (ft) 218 74 50 72 83 0 #83 167 40 #47 118 33 Internal Link Dist (ft) 331 416 822 1034
Turn Bay Length (ft) 50 50 190 235 585 150 500 50
Base Capacity (vph) 1093 664 724 719 829 508 298 1795 1023 198 1586 1071 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.61 0.15 0.35 0.24 0.24 0.07 0.56 0.54 0.32 0.45 0.42 0.25 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
971
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 14: Milliken Avenue & I-10 WB Ramps/Ontario Mills Parkway 09/13/2021 Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 594 86 228 156 178 33 148 864 289 80 595 243 Future Volume (veh/h) 594 86 228 156 178 33 148 864 289 80 595 243 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 667 97 256 175 200 37 166 971 325 90 669 273 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 809 513 435 266 347 155 243 1698 556 180 1568 804 Arrive On Green 0.28 0.29 0.29 0.09 0.10 0.10 0.08 0.28 0.28 0.06 0.26 0.26 Sat Flow, veh/h 2910 1772 1502 2910 3367 1502 2910 6095 1502 2910 6095 1502 Grp Volume(v), veh/h 667 97 256 175 200 37 166 971 325 90 669 273 Grp Sat Flow(s),veh/h/ln 1455 1772 1502 1455 1683 1502 1455 1524 1502 1455 1524 1502 Q Serve(g_s), s 13.9 2.7 9.4 3.8 3.7 1.5 3.6 8.8 11.3 1.9 5.9 6.7 Cycle Q Clear(g_c), s 13.9 2.7 9.4 3.8 3.7 1.5 3.6 8.8 11.3 1.9 5.9 6.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 809 513 435 266 347 155 243 1698 556 180 1568 804 V/C Ratio(X) 0.82 0.19 0.59 0.66 0.58 0.24 0.68 0.57 0.58 0.50 0.43 0.34 Avail Cap(c_a), veh/h 1238 751 636 815 937 418 338 2027 637 225 1791 859 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 21.9 17.3 19.7 28.4 27.6 26.7 28.8 20.0 16.4 29.4 20.0 8.5 Incr Delay (d2), s/veh 2.8 0.2 1.3 2.8 1.5 0.8 3.4 0.3 1.1 2.1 0.2 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 4.7 1.0 3.2 1.4 1.5 0.5 1.3 2.9 3.7 0.7 2.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 17.4 20.9 31.1 29.2 27.4 32.2 20.3 17.4 31.5 20.2 8.8 LnGrp LOS C B C C C C C C B C C A
Approach Vol, veh/h 1020 412 1462 1032
Approach Delay, s/veh 23.0 29.8 21.0 18.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 22.5 10.4 23.2 9.9 21.1 22.5 11.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 21.5 18.1 27.4 7.5 19.0 27.5 18.0 Max Q Clear Time (g_c+I1), s 3.9 13.3 5.8 11.4 5.6 8.7 15.9 5.7 Green Ext Time (p_c), s 0.0 4.8 0.4 1.3 0.1 4.1 2.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 21.7
HCM 6th LOS C
Notes
User approved changes to right turn type.
972
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 230 0 0 0
Storage Lanes 2 1 0 0
Taper Length (ft) 25 25
Lane Util. Factor 0.97 0.91 1.00 0.86 0.86 1.00
Ped Bike Factor
Frt 0.993 0.850
Flt Protected 0.954
Satd. Flow (prot) 3063 1365 0 6071 6071 0
Flt Permitted 0.954
Satd. Flow (perm) 3063 1365 0 6071 6071 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 4 4
Link Speed (mph) 30 30 30
Link Distance (ft) 521 1400 1067
Travel Time (s) 11.8 31.8 24.3
Intersection Summary
Area Type: Other
973
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 1205 560 0 1629 1467 0
Future Volume (vph) 1205 560 0 1629 1467 0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 1354 629 0 1830 1648 0
Shared Lane Traffic (%) 10%
Lane Group Flow (vph) 1417 566 0 1830 1648 0
Intersection Summary
974
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Configurations
Traffic Volume (vph) 1205 560 1629 1467
Future Volume (vph) 1205 560 1629 1467
Turn Type Prot Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5
Total Split (s) 66.0 66.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0%
Yellow Time (s) 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None Min Min
Act Effct Green (s) 57.3 57.3 47.3 47.3
Actuated g/C Ratio 0.50 0.50 0.42 0.42
v/c Ratio 0.92 0.82 0.72 0.65
Control Delay 36.8 35.6 30.2 28.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 36.8 35.6 30.2 28.5

LOS D D C C
Approach Delay 36.5 30.2 28.5
Approach LOS D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 113.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 32.0 Intersection LOS: C
Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 15: Haven Avenue & I-10 EB Ramps
975
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBT SBT
Lane Group Flow (vph) 1417 566 1830 1648
v/c Ratio 0.92 0.82 0.72 0.65
Control Delay 36.8 35.6 30.2 28.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 36.8 35.6 30.2 28.5
Queue Length 50th (ft) 494 384 341 294
Queue Length 95th (ft) 598 561 379 331
Internal Link Dist (ft) 441 1320 987
Turn Bay Length (ft) 230
Base Capacity (vph) 1676 748 2672 2672
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.85 0.76 0.68 0.62
Intersection Summary
976
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 15: Haven Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 1205 560 0 1629 1467 0
Future Volume (veh/h) 1205 560 0 1629 1467 0
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1673 1772 0 1772 1772 0
Adj Flow Rate, veh/h 1354 629 0 1830 1648 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 2 2 0 2 2 0
Cap, veh/h 1567 738 0 2551 2551 0
Arrive On Green 0.49 0.49 0.00 0.42 0.42 0.00
Sat Flow, veh/h 3188 1502 0 6592 6592 0
Grp Volume(v), veh/h 1354 629 0 1830 1648 0
Grp Sat Flow(s),veh/h/ln 1594 1502 0 1524 1524 0
Q Serve(g_s), s 37.5 36.6 0.0 24.9 21.5 0.0
Cycle Q Clear(g_c), s 37.5 36.6 0.0 24.9 21.5 0.0
Prop In Lane 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 1567 738 0 2551 2551 0
V/C Ratio(X) 0.86 0.85 0.00 0.72 0.65 0.00
Avail Cap(c_a), veh/h 1961 924 0 3019 3019 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 22.5 22.2 0.0 24.2 23.2 0.0
Incr Delay (d2), s/veh 3.6 6.4 0.0 0.7 0.4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 14.0 13.5 0.0 8.8 7.6 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.0 28.6 0.0 24.8 23.5 0.0
LnGrp LOS C C A C C A
Approach Vol, veh/h 1983 1830 1648
Approach Delay, s/veh 26.9 24.8 23.5
Approach LOS C C C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 46.3 53.6 46.3
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 49.5 61.5 49.5
Max Q Clear Time (g_c+I1), s 26.9 39.5 23.5
Green Ext Time (p_c), s 14.9 9.6 14.5
Intersection Summary
HCM 6th Ctrl Delay 25.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 977
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1600 1800 1600 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 50 0 295 85
Storage Lanes 2 1 2 1
Taper Length (ft) 25 25
Lane Util. Factor 0.97 1.00 0.97 0.86 0.86 1.00
Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 2891 1500 2891 6071 6071 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 2891 1500 2891 6071 6071 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 8 323
Link Speed (mph) 30 30 30
Link Distance (ft) 413 606 902
Travel Time (s) 9.4 13.8 20.5
Intersection Summary
Area Type: Other
978
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 629 564 153 676 709 281
Future Volume (vph) 629 564 153 676 709 281
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 723 648 176 777 815 323
Shared Lane Traffic (%)
Lane Group Flow (vph) 723 648 176 777 815 323
Intersection Summary
979
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 629 564 153 676 709 281
Future Volume (vph) 629 564 153 676 709 281
Turn Type Prot pm+ov Prot NA NA pm+ov
Protected Phases 4 5 5 2 6 4
Permitted Phases 4 6
Detector Phase 4 5 5 2 6 4
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 9.5 9.5 22.5 22.5 22.5
Total Split (s) 38.0 27.0 27.0 52.0 25.0 38.0
Total Split (%) 42.2% 30.0% 30.0% 57.8% 27.8% 42.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None Min Min None
Act Effct Green (s) 22.5 38.8 11.5 32.7 16.4 43.7
Actuated g/C Ratio 0.35 0.60 0.18 0.51 0.25 0.68
v/c Ratio 0.72 0.72 0.34 0.25 0.53 0.29
Control Delay 23.7 14.4 27.2 9.8 23.7 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.7 14.4 27.2 9.8 23.7 1.4

LOS C B C A C A
Approach Delay 19.3 13.0 17.3
Approach LOS B B B
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 64.7
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 16.9 Intersection LOS: B
Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 16: Milliken Avenue & I-10 EB Ramps
980
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 723 648 176 777 815 323
v/c Ratio 0.72 0.72 0.34 0.25 0.53 0.29
Control Delay 23.7 14.4 27.2 9.8 23.7 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.7 14.4 27.2 9.8 23.7 1.4
Queue Length 50th (ft) 120 154 31 46 77 0
Queue Length 95th (ft) 223 273 66 80 146 23
Internal Link Dist (ft) 333 526 822
Turn Bay Length (ft) 50 295 85
Base Capacity (vph) 1581 1185 1062 4641 2032 1331
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.46 0.55 0.17 0.17 0.40 0.24
Intersection Summary
981
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 16: Milliken Avenue & I-10 EB Ramps 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 629 564 153 676 709 281
Future Volume (veh/h) 629 564 153 676 709 281
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 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 1575 1772 1575 1772 1772 1772
Adj Flow Rate, veh/h 723 648 176 777 815 323
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1308 816 274 2458 1436 1028
Arrive On Green 0.45 0.45 0.09 0.40 0.24 0.24
Sat Flow, veh/h 2910 1502 2910 6343 6343 1502
Grp Volume(v), veh/h 723 648 176 777 815 323
Grp Sat Flow(s),veh/h/ln 1455 1502 1455 1524 1524 1502
Q Serve(g_s), s 11.1 21.2 3.6 5.3 7.2 5.3
Cycle Q Clear(g_c), s 11.1 21.2 3.6 5.3 7.2 5.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1308 816 274 2458 1436 1028
V/C Ratio(X) 0.55 0.79 0.64 0.32 0.57 0.31
Avail Cap(c_a), veh/h 1595 965 1071 4738 2045 1179
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 12.3 11.2 26.7 12.5 20.6 3.9
Incr Delay (d2), s/veh 0.4 4.0 2.5 0.1 0.4 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.2 0.9 1.3 1.6 2.4 4.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.7 15.2 29.2 12.5 21.0 4.0
LnGrp LOS B B C B C A
Approach Vol, veh/h 1371 953 1138
Approach Delay, s/veh 13.9 15.6 16.2
Approach LOS B B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 29.1 32.0 10.3 18.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 47.5 33.5 22.5 20.5
Max Q Clear Time (g_c+I1), s 7.3 23.2 5.6 9.2
Green Ext Time (p_c), s 6.4 4.3 0.5 5.2
Intersection Summary
HCM 6th Ctrl Delay 15.1
HCM 6th LOS B
982
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 170 0 295 235 360 185 180 0
Storage Lanes 2 0 2 1 2 1 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 0.91 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.86 0.86 Ped Bike Factor
Frt 0.965 0.850 0.850 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 4649 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 4649 0 2891 3353 1500 2891 4818 1500 2891 5888 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 64 136 177 65
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1151 2626 1045 955
Travel Time (s) 26.2 59.7 23.8 21.7
Intersection Summary
Area Type: Other
983
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 350 675 208 155 577 123 242 1468 186 170 1412 356 Future Volume (vph) 350 675 208 155 577 123 242 1468 186 170 1412 356 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 380 734 226 168 627 134 263 1596 202 185 1535 387 Shared Lane Traffic (%)
Lane Group Flow (vph) 380 960 0 168 627 134 263 1596 202 185 1922 0 Intersection Summary
984
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 350 675 155 577 123 242 1468 186 170 1412 Future Volume (vph) 350 675 155 577 123 242 1468 186 170 1412 Turn Type Prot NA Prot NA Perm Prot NA Free Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 Free
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 37.0 14.0 29.0 29.0 14.0 57.0 12.0 55.0 Total Split (%) 18.3% 30.8% 11.7% 24.2% 24.2% 11.7% 47.5% 10.0% 45.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max None Max
Act Effct Green (s) 17.3 32.3 9.4 24.3 24.3 9.5 52.5 119.6 7.5 50.5 Actuated g/C Ratio 0.14 0.27 0.08 0.20 0.20 0.08 0.44 1.00 0.06 0.42 v/c Ratio 0.91 0.74 0.75 0.92 0.33 1.15 0.75 0.13 1.02 0.76 Control Delay 76.8 41.1 74.3 67.1 8.7 154.3 31.1 0.2 128.6 30.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.8 41.1 74.3 67.1 8.7 154.3 31.1 0.2 128.6 30.8

LOS E D E E A F C A F C
Approach Delay 51.2 59.9 43.8 39.4
Approach LOS D E D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 119.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.15
Intersection Signal Delay: 46.2 Intersection LOS: D
Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Haven Avenue & 4th Street
985
Queues Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Group Flow (vph) 380 960 168 627 134 263 1596 202 185 1922 v/c Ratio 0.91 0.74 0.75 0.92 0.33 1.15 0.75 0.13 1.02 0.76 Control Delay 76.8 41.1 74.3 67.1 8.7 154.3 31.1 0.2 128.6 30.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.8 41.1 74.3 67.1 8.7 154.3 31.1 0.2 128.6 30.8 Queue Length 50th (ft) 151 232 66 252 0 ~123 373 0 ~78 352 Queue Length 95th (ft) #240 285 #118 #361 51 #210 434 0 #155 399 Internal Link Dist (ft) 1071 2546 965 875
Turn Bay Length (ft) 170 295 235 360 185 180
Base Capacity (vph) 422 1309 229 686 415 229 2114 1500 181 2523 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.90 0.73 0.73 0.91 0.32 1.15 0.75 0.13 1.02 0.76 Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
986
HCM 6th Signalized Intersection Summary Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 1: Haven Avenue & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 350 675 208 155 577 123 242 1468 186 170 1412 356 Future Volume (veh/h) 350 675 208 155 577 123 242 1468 186 170 1412 356 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1772 1575 1772 1772 1575 1772 1772 1575 1772 1772 Adj Flow Rate, veh/h 380 734 226 168 627 134 263 1596 0 185 1535 387 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, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 423 1007 306 214 681 304 231 2125 183 2065 521 Arrive On Green 0.15 0.27 0.27 0.07 0.20 0.20 0.08 0.44 0.00 0.06 0.42 0.42 Sat Flow, veh/h 2910 3677 1119 2910 3367 1502 2910 4837 1502 2910 4889 1233 Grp Volume(v), veh/h 380 643 317 168 627 134 263 1596 0 185 1435 487 Grp Sat Flow(s),veh/h/ln 1455 1612 1571 1455 1683 1502 1455 1612 1502 1455 1524 1550 Q Serve(g_s), s 15.3 21.6 22.0 6.8 21.8 9.3 9.5 33.0 0.0 7.5 31.6 31.6 Cycle Q Clear(g_c), s 15.3 21.6 22.0 6.8 21.8 9.3 9.5 33.0 0.0 7.5 31.6 31.6 Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 0.80
Lane Grp Cap(c), veh/h 423 883 430 214 681 304 231 2125 183 1931 655 V/C Ratio(X) 0.90 0.73 0.74 0.79 0.92 0.44 1.14 0.75 1.01 0.74 0.74 Avail Cap(c_a), veh/h 426 883 430 231 690 308 231 2125 183 1931 655 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.2 39.3 39.5 54.4 46.8 41.8 55.0 28.1 0.0 56.0 29.1 29.1 Incr Delay (d2), s/veh 21.3 3.0 6.5 15.2 17.7 1.0 101.1 2.5 0.0 70.1 2.6 7.5 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 6.8 8.9 9.2 2.9 10.8 3.6 6.7 13.0 0.0 4.5 11.8 12.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.6 42.4 46.0 69.6 64.4 42.8 156.1 30.6 0.0 126.1 31.7 36.5 LnGrp LOS E D D E E D F C F C D
Approach Vol, veh/h 1340 929 1859 A 2107
Approach Delay, s/veh 51.5 62.3 48.3 41.1
Approach LOS D E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 57.0 13.3 37.2 14.0 55.0 21.9 28.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 52.5 9.5 32.5 9.5 50.5 17.5 24.5 Max Q Clear Time (g_c+I1), s 9.5 35.0 8.8 24.0 11.5 33.6 17.3 23.8 Green Ext Time (p_c), s 0.0 10.9 0.0 4.1 0.0 12.2 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 48.6
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 987
Lanes and Geometrics Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 0 130 145 165 165 50 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.86 0.86 1.00 0.91 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.995 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 6040 0 1583 4818 1500 1583 1765 1500 1583 2850 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 10 127 202 186
Link Speed (mph) 30 30 30 30
Link Distance (ft) 2626 442 349 438
Travel Time (s) 59.7 10.0 7.9 10.0
Intersection Summary
Area Type: Other
988
Volume Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 4 1731 65 1 1069 14 63 0 9 45 0 12 Future Volume (vph) 4 1731 65 1 1069 14 63 0 9 45 0 12
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 4 1822 68 1 1125 15 66 0 9 47 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 1890 0 1 1125 15 66 0 9 47 13 0 Intersection Summary
989
Timings Toyota Arena Mixed-Use Development TIS (JN:2957-2021-01) 2: Cleveland Avenue/Via Asti & 4th Street 09/13/2021
Existing Plus Project Conditions Synchro 10 Report
PM Peak Hour
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1731 1 1069 14 63 9 45 0
Future Volume (vph) 4 1731 1 1069 14 63 9 45 0
Turn Type Prot NA Prot NA Perm Prot Perm Prot NA
Protected Phases 7 4 3 8 5 1 6
Permitted Phases 8 2
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 9.5 42.4 9.5 42.4 42.4 11.8 23.7 14.4 26.3 Total Split (%) 10.6% 47.1% 10.6% 47.1% 47.1% 13.1% 26.3% 16.0% 29.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Min None Min
Act Effct Green (s) 5.3 35.3 5.3 35.3 35.3 7.1 5.8 7.5 6.4 Actuated g/C Ratio 0.09 0.60 0.09 0.60 0.60 0.12 0.10 0.13 0.11 v/c Ratio 0.03 0.52 0.01 0.39 0.02 0.35 0.03 0.23 0.03
Control Delay 31.5 8.8 31.0 8.0 0.0 34.1 0.1 30.4 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.5 8.8 31.0 8.0 0.0 34.1 0.1 30.4 0.1

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