Council Transportation Committee
August 31, 2026

Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 47 35 19 437 812 50
Future Volume (Veh/h) 47 35 19 437 812 50
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Hourly flow rate (vph) 48 36 19 446 829 51
Pedestrians 2 10
Lane Width (ft) 12.0 12.0
Walking Speed (ft/s) 3.5 3.5
Percent Blockage 0 1
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 604 1254
pX, platoon unblocked 0.91 0.88 0.88
vC, conflicting volume 1118 452 882
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 698 117 604
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 86 95 98
cM capacity (veh/h) 331 797 856
Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 84 168 297 553 327
Volume Left 48 19 0 0 0
Volume Right 36 0 0 0 51
cSH 442 856 1700 1700 1700
Volume to Capacity 0.19 0.02 0.17 0.33 0.19
Queue Length 95th (ft) 17 2 0 0 0
Control Delay (s/veh) 15.0 1.3 0.0 0.0 0.0
Lane LOS C A
Approach Delay (s/veh) 15.0 0.5 0.0
Approach LOS C
Intersection Summary
Average Delay 1.0
Intersection Capacity Utilization 40.2% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
8: Rengstorff Ave & W Middlefield Rd 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 98 595 104 173 604 242 62 345 77 224 585 24 Future Volume (vph) 98 595 104 173 604 242 62 345 77 224 585 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 5.1 4.6 5.1 4.6 5.1 4.6 5.1
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.96 1.00 0.97 1.00 0.99
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3445 1770 3371 1770 3423 1770 3515 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3445 1770 3371 1770 3423 1770 3515 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 99 601 105 175 610 244 63 348 78 226 591 24 RTOR Reduction (vph) 0 12 0 0 37 0 0 16 0 0 2 0
Lane Group Flow (vph) 99 694 0 175 817 0 63 410 0 226 613 0 Confl. Peds. (#/hr) 1 15 15 1 11 15 15 11
Confl. Bikes (#/hr) 2 5
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 12.3 33.8 14.6 36.1 8.6 32.9 19.3 43.6 Effective Green, g (s) 12.3 33.8 14.6 36.1 8.6 32.9 19.3 43.6 Actuated g/C Ratio 0.10 0.28 0.12 0.30 0.07 0.27 0.16 0.36 Clearance Time (s) 4.6 5.1 4.6 5.1 4.6 5.1 4.6 5.1
Vehicle Extension (s) 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 181 970 215 1014 126 938 284 1277
v/s Ratio Prot 0.06 0.20 c0.10 c0.24 0.04 0.12 c0.13 c0.17 v/s Ratio Perm
v/c Ratio 0.55 0.72 0.81 0.81 0.50 0.44 0.80 0.48
Uniform Delay, d1 51.2 38.8 51.4 38.7 53.6 35.9 48.5 29.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.4 2.7 20.5 5.0 3.1 1.5 14.2 0.4 Delay (s) 54.6 41.5 71.9 43.7 56.7 37.4 62.7 29.8
Level of Service D D E D E D E C
Approach Delay (s/veh) 43.1 48.5 39.9 38.7
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 43.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.4 Intersection Capacity Utilization 86.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
9: Rengstorff Ave & Rock St 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 6 26 9 4 25 16 630 39 31 798 24 Future Volume (Veh/h) 10 6 26 9 4 25 16 630 39 31 798 24 Sign Control Stop Stop Free Free
Grade 0% 0% 0% 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 Hourly flow rate (vph) 10 6 27 9 4 26 16 649 40 32 823 25 Pedestrians 3 6 8 6
Lane Width (ft) 12.0 12.0 12.0 12.0
Walking Speed (ft/s) 3.5 3.5 3.5 3.5
Percent Blockage 0 1 1 1
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 340 719
pX, platoon unblocked 0.88 0.88 0.84 0.88 0.88 0.91 0.84 0.91 vC, conflicting volume 1293 1630 435 1221 1622 357 851 695 vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 624 1005 0 542 996 103 443 474
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 97 97 97 97 98 97 98 97
cM capacity (veh/h) 296 200 902 335 202 841 933 984
Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 43 39 341 365 444 437
Volume Left 10 9 16 0 32 0
Volume Right 27 26 0 40 0 25
cSH 459 503 933 1700 984 1700
Volume to Capacity 0.09 0.08 0.02 0.21 0.03 0.26
Queue Length 95th (ft) 8 6 1 0 3 0
Control Delay (s/veh) 13.7 12.8 0.6 0.0 1.0 0.0
Lane LOS B B A A
Approach Delay (s/veh) 13.7 12.8 0.3 0.5
Approach LOS B B
Intersection Summary
Average Delay 1.0
Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
10: Rengstorff Ave & Old Middlefield Way 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 78 559 104 130 592 185 59 519 87 149 619 135 Future Volume (vph) 78 559 104 130 592 185 59 519 87 149 619 135 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.6 4.0 4.6 4.0 4.6 4.0 4.6
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.96 1.00 0.98 1.00 0.97
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3441 1770 3394 1770 3456 1770 3429 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3441 1770 3394 1770 3456 1770 3429 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 82 588 109 137 623 195 62 546 92 157 652 142 RTOR Reduction (vph) 0 11 0 0 19 0 0 9 0 0 11 0
Lane Group Flow (vph) 82 686 0 137 799 0 62 629 0 157 783 0 Confl. Peds. (#/hr) 7 10 10 7 8 8
Confl. Bikes (#/hr) 1
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 10.1 32.9 15.6 38.4 9.6 36.8 17.8 45.0 Effective Green, g (s) 10.1 32.9 15.6 38.4 9.6 36.8 17.8 45.0 Actuated g/C Ratio 0.08 0.27 0.13 0.32 0.08 0.31 0.15 0.37 Clearance Time (s) 4.0 4.6 4.0 4.6 4.0 4.6 4.0 4.6
Vehicle Extension (s) 4.0 5.0 4.0 5.0 5.0 6.0 5.0 6.0
Lane Grp Cap (vph) 148 941 229 1083 141 1057 261 1282
v/s Ratio Prot 0.05 0.20 c0.08 c0.24 0.04 0.18 c0.09 c0.23 v/s Ratio Perm
v/c Ratio 0.55 0.73 0.60 0.74 0.44 0.60 0.60 0.61
Uniform Delay, d1 52.9 39.7 49.4 36.5 52.8 35.4 47.9 30.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.4 3.5 4.9 3.2 4.5 2.5 5.7 2.2
Delay (s) 58.4 43.2 54.2 39.7 57.3 37.9 53.6 32.7
Level of Service E D D D E D D C
Approach Delay (s/veh) 44.8 41.8 39.6 36.2
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 40.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 120.3 Sum of lost time (s) 17.2 Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
11: Rengstorff Ave & Wyandotte St 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report

Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 16 90 35 747 813 26
Future Volume (Veh/h) 16 90 35 747 813 26
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Hourly flow rate (vph) 17 97 38 803 874 28
Pedestrians 1 13
Lane Width (ft) 12.0 12.0
Walking Speed (ft/s) 3.5 3.5
Percent Blockage 0 1
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 725 897
pX, platoon unblocked 0.93 0.87 0.87
vC, conflicting volume 1367 465 903
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 624 96 598
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 95 88 96
cM capacity (veh/h) 370 811 850
Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 114 306 535 583 319
Volume Left 17 38 0 0 0
Volume Right 97 0 0 0 28
cSH 688 850 1700 1700 1700
Volume to Capacity 0.17 0.04 0.31 0.34 0.19
Queue Length 95th (ft) 15 4 0 0 0
Control Delay (s/veh) 11.3 1.6 0.0 0.0 0.0
Lane LOS B A
Approach Delay (s/veh) 11.3 0.6 0.0
Approach LOS B
Intersection Summary
Average Delay 1.0
Intersection Capacity Utilization 62.7% ICU Level of Service B Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
12: Rengstorff Ave & Leghorn St 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 144 28 244 5 87 72 223 537 3 4 590 112 Future Volume (vph) 144 28 244 5 87 72 223 537 3 4 590 112 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.0 5.1 4.0 5.1
Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 0.98 0.99 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.92 0.94 1.00 1.00 1.00 0.98
Flt Protected 0.98 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1654 1736 1770 3536 1770 3436
Flt Permitted 0.75 0.99 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1255 1718 1770 3536 1770 3436
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 152 29 257 5 92 76 235 565 3 4 621 118
RTOR Reduction (vph) 0 47 0 0 26 0 0 0 0 0 13 0
Lane Group Flow (vph) 0 391 0 0 147 0 235 568 0 4 726 0 Confl. Peds. (#/hr) 5 16 16 5 3 9 9 3
Confl. Bikes (#/hr) 1 3
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Actuated Green, G (s) 32.0 32.0 18.5 62.7 1.6 45.8
Effective Green, g (s) 32.0 32.0 18.5 62.7 1.6 45.8
Actuated g/C Ratio 0.29 0.29 0.17 0.57 0.01 0.42
Clearance Time (s) 4.6 4.6 4.0 5.1 4.0 5.1
Vehicle Extension (s) 3.0 3.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 365 499 297 2015 25 1430
v/s Ratio Prot c0.13 0.16 0.00 c0.21
v/s Ratio Perm c0.31 0.09
v/c Ratio 1.07 0.30 0.79 0.28 0.16 0.51
Uniform Delay, d1 39.0 30.3 43.9 12.1 53.5 23.8
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 67.5 0.3 13.4 0.3 3.0 1.3
Delay (s) 106.5 30.6 57.3 12.5 56.5 25.0
Level of Service F C E B E C
Approach Delay (s/veh) 106.5 30.6 25.6 25.2
Approach LOS F C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 42.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 13.7 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
Appendix C: SimTraffic Reports
65 SimTraffic
Queuing and Blocking Report 05/12/2026
No Build AM SimTraffic Report

Intersection: 1: El Camino Real & Rengstorff Ave
Movement EB EB EB EB EB WB WB WB WB SB SB SB
Directions Served L L T T T U T T TR L L R
Maximum Queue (ft) 126 142 192 146 64 97 276 222 167 184 244 95 Average Queue (ft) 86 124 116 80 24 45 171 105 76 109 137 77 95th Queue (ft) 161 171 215 161 80 112 312 240 178 214 286 123 Link Distance (ft) 744 744 744 786 786 786 330 330
Upstream Blk Time (%) 2
Queuing Penalty (veh) 4
Storage Bay Dist (ft) 125 125 160 70
Storage Blk Time (%) 2 10 5 11 41 5
Queuing Penalty (veh) 4 23 9 5 84 7
Intersection: 2: Rengstorff Ave & Latham St
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 77 91 48 148 48 158 182 62 114 174
Average Queue (ft) 44 55 23 74 16 103 123 20 76 127
95th Queue (ft) 89 114 56 156 53 194 212 71 149 210
Link Distance (ft) 202 260 330 330 819 819
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 100 75 85
Storage Blk Time (%) 1 3 6 1 13 1 4
Queuing Penalty (veh) 1 2 2 3 3 2 2
Intersection: 3: Rengstorff Ave & California St
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 124 270 114 356 99 220 248 113 218 256 Average Queue (ft) 117 180 74 253 53 151 165 64 101 141 95th Queue (ft) 141 305 137 409 109 246 274 133 236 277 Link Distance (ft) 336 441 819 819 868 868
Upstream Blk Time (%) 1 1
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 100 100 100 110
Storage Blk Time (%) 19 18 2 47 0 23 3 6
Queuing Penalty (veh) 52 25 7 27 1 12 6 5
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build AM SimTraffic Report

Intersection: 4: Rengstorff Ave & Stanford Ave
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 55 39 21 30 24 181 209 42 85 95
Average Queue (ft) 38 20 6 12 9 91 105 24 26 37
95th Queue (ft) 67 48 25 38 35 210 233 55 90 109
Link Distance (ft) 190 187 868 868 681 681
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 40 40 50 200
Storage Blk Time (%) 13 1 0 1 1 18
Queuing Penalty (veh) 3 1 0 0 4 2
Intersection: 5: Rengstorff Ave & Central Expy
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T TR R L L T TR L
Maximum Queue (ft) 221 342 301 229 811 748 393 108 124 301 314 128 Average Queue (ft) 130 265 221 160 657 576 276 62 88 202 222 61 95th Queue (ft) 267 382 327 274 962 890 519 127 152 332 352 140 Link Distance (ft) 875 875 1018 1018 681 681
Upstream Blk Time (%) 1
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 235 205 390 110 110 150
Storage Blk Time (%) 1 13 60 29 0 3 6 25 0
Queuing Penalty (veh) 2 11 73 19 2 8 16 31 0
Intersection: 5: Rengstorff Ave & Central Expy
Movement SB SB
Directions Served T TR
Maximum Queue (ft) 246 255
Average Queue (ft) 168 185
95th Queue (ft) 287 302
Link Distance (ft) 1408 1408
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 12
Queuing Penalty (veh) 5
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build AM SimTraffic Report

Intersection: 6: Rengstorff Ave & Montecito Ave
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 48 40 63 85 33 197 207 39 113 117
Average Queue (ft) 22 17 43 49 9 103 113 22 64 72
95th Queue (ft) 55 50 76 111 40 228 227 51 130 146
Link Distance (ft) 181 340 1408 1408 544 544
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 40 40 90 120
Storage Blk Time (%) 4 4 16 5 6 1
Queuing Penalty (veh) 1 1 14 5 1 0
Intersection: 7: Rengstorff Ave & Jane Lane
Movement EB NB NB SB SB
Directions Served LR LT T T TR
Maximum Queue (ft) 70 39 19 6 11
Average Queue (ft) 41 9 4 1 2
95th Queue (ft) 81 43 35 11 17
Link Distance (ft) 201 544 544 1166 1166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Rengstorff Ave & W Middlefield Rd
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR L T TR
Maximum Queue (ft) 146 126 93 185 180 156 98 284 291 66 128 140 Average Queue (ft) 91 76 51 118 116 105 58 180 201 36 74 86 95th Queue (ft) 162 144 113 209 191 171 109 328 333 76 145 154 Link Distance (ft) 524 524 651 651 1166 1166 250 250
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 240 90 100
Storage Blk Time (%) 1 3 17 0 3
Queuing Penalty (veh) 1 9 12 0 1
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build AM SimTraffic Report

Intersection: 9: Rengstorff Ave & Rock St
Movement EB WB NB NB SB SB
Directions Served LTR LTR LT TR LT TR
Maximum Queue (ft) 37 68 35 33 40 11
Average Queue (ft) 22 38 9 8 10 3
95th Queue (ft) 47 78 43 47 39 21
Link Distance (ft) 130 421 250 250 635 635
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Rengstorff Ave & Old Middlefield Way
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR L T TR
Maximum Queue (ft) 124 346 280 124 300 253 76 275 315 75 91 90 Average Queue (ft) 77 254 187 100 220 167 40 171 205 44 58 61 95th Queue (ft) 144 380 306 148 325 275 107 292 336 94 105 108 Link Distance (ft) 373 373 493 493 635 635 653 653
Upstream Blk Time (%) 1
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 100 100 100 100
Storage Blk Time (%) 2 38 8 28 1 25 1 1
Queuing Penalty (veh) 6 22 23 36 4 9 1 1
Intersection: 11: Rengstorff Ave & Wyandotte St
Movement EB NB NB SB
Directions Served LR LT T T
Maximum Queue (ft) 34 33 18 3
Average Queue (ft) 22 8 4 1
95th Queue (ft) 48 36 30 8
Link Distance (ft) 319 653 653 817
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build AM SimTraffic Report

Intersection: 12: Rengstorff Ave & Leghorn St
Movement EB WB NB NB NB SB SB SB
Directions Served LTR LTR L T TR L T TR
Maximum Queue (ft) 208 74 107 94 118 20 82 71
Average Queue (ft) 150 40 69 38 61 8 46 37
95th Queue (ft) 244 87 131 107 134 24 91 78
Link Distance (ft) 396 480 817 817 194 194
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 130 50
Storage Blk Time (%) 3 1 10
Queuing Penalty (veh) 9 1 1
Network Summary
Network wide Queuing Penalty: 620
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build PM SimTraffic Report

Intersection: 1: El Camino Real & Rengstorff Ave
Movement EB EB EB EB EB WB WB WB WB SB SB SB
Directions Served L L T T T U T T TR L L R
Maximum Queue (ft) 137 150 482 383 204 68 264 235 148 109 154 89 Average Queue (ft) 102 137 301 217 88 34 196 153 78 63 83 57 95th Queue (ft) 178 172 607 490 294 87 304 270 170 120 187 105 Link Distance (ft) 744 744 744 786 786 786 330 330
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 125 125 160 70
Storage Blk Time (%) 4 26 12 14 15 1
Queuing Penalty (veh) 13 99 28 5 28 1
Intersection: 2: Rengstorff Ave & Latham St
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 78 118 53 134 55 124 155 80 69 123
Average Queue (ft) 48 63 25 79 24 58 91 48 27 70
95th Queue (ft) 95 130 64 149 72 149 182 94 73 141
Link Distance (ft) 202 260 330 330 819 819
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 100 100 75 85
Storage Blk Time (%) 0 4 0 4 3 6 3 1
Queuing Penalty (veh) 0 2 0 1 5 2 5 0
Intersection: 3: Rengstorff Ave & California St
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 125 359 113 288 76 166 216 130 323 366 Average Queue (ft) 121 346 71 217 35 129 163 87 197 253 95th Queue (ft) 137 383 136 395 92 200 246 158 400 431
Link Distance (ft) 336 441 819 819 868 868
Upstream Blk Time (%) 59 3
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 100 100 100 110
Storage Blk Time (%) 58 37 5 40 1 10 18 13
Queuing Penalty (veh) 252 69 18 21 2 4 34 19
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build PM SimTraffic Report

Intersection: 4: Rengstorff Ave & Stanford Ave
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 39 32 43 39 39 51 69 46 181 204
Average Queue (ft) 16 12 17 17 18 25 44 21 91 115
95th Queue (ft) 45 37 48 46 50 62 91 57 215 249
Link Distance (ft) 190 187 868 868 681 681
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 40 40 50 200
Storage Blk Time (%) 3 1 3 2 3 5 1
Queuing Penalty (veh) 1 0 1 0 8 1 0
Intersection: 5: Rengstorff Ave & Central Expy
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T TR L T TR R L L T TR L
Maximum Queue (ft) 249 838 777 227 688 606 363 69 126 278 308 174 Average Queue (ft) 112 680 615 173 547 445 169 38 76 160 198 120 95th Queue (ft) 279 951 898 272 781 660 424 90 146 306 340 208 Link Distance (ft) 875 875 1018 1018 681 681
Upstream Blk Time (%) 4 2
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 235 205 390 110 110 150
Storage Blk Time (%) 68 6 41 11 0 0 0 19 7
Queuing Penalty (veh) 37 38 74 6 1 0 0 21 18
Intersection: 5: Rengstorff Ave & Central Expy
Movement SB SB
Directions Served T TR
Maximum Queue (ft) 345 334
Average Queue (ft) 225 230
95th Queue (ft) 379 374
Link Distance (ft) 1408 1408
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%) 19
Queuing Penalty (veh) 23
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build PM SimTraffic Report

Intersection: 6: Rengstorff Ave & Montecito Ave
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 17 37 56 67 16 99 109 118 152 140
Average Queue (ft) 4 14 39 35 4 45 53 66 72 72
95th Queue (ft) 20 43 69 89 20 117 123 132 172 165
Link Distance (ft) 181 340 1408 1408 544 544
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 40 40 90 120
Storage Blk Time (%) 0 2 14 5 1 2 2
Queuing Penalty (veh) 0 0 6 3 0 5 3
Intersection: 7: Rengstorff Ave & Jane Lane
Movement EB NB NB SB
Directions Served LR LT T TR
Maximum Queue (ft) 54 48 23 6
Average Queue (ft) 36 17 5 1
95th Queue (ft) 61 58 33 11
Link Distance (ft) 201 544 544 1166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Rengstorff Ave & W Middlefield Rd
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR L T TR
Maximum Queue (ft) 187 295 248 168 282 284 70 166 178 124 263 248 Average Queue (ft) 91 223 170 106 218 213 41 93 106 121 219 170 95th Queue (ft) 213 336 277 184 317 313 90 184 193 143 325 284 Link Distance (ft) 524 524 651 651 1166 1166 250 250
Upstream Blk Time (%) 23 3
Queuing Penalty (veh) 95 14
Storage Bay Dist (ft) 230 240 90 100
Storage Blk Time (%) 0 6 0 3 2 14 60 12
Queuing Penalty (veh) 0 6 0 6 3 8 176 28
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build PM SimTraffic Report

Intersection: 9: Rengstorff Ave & Rock St
Movement EB WB NB NB SB SB
Directions Served LTR LTR LT TR LT TR
Maximum Queue (ft) 50 42 58 46 152 109
Average Queue (ft) 29 27 18 10 71 31
95th Queue (ft) 70 62 77 56 179 125
Link Distance (ft) 130 421 250 250 635 635
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Rengstorff Ave & Old Middlefield Way
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T TR L T TR L T TR L T TR
Maximum Queue (ft) 120 257 198 124 348 262 102 175 198 124 306 274 Average Queue (ft) 66 203 143 98 244 193 54 126 142 103 202 172 95th Queue (ft) 145 297 234 152 386 297 123 199 228 150 381 332 Link Distance (ft) 373 373 493 493 635 635 653 653
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 100 100 100
Storage Blk Time (%) 2 32 16 29 1 17 16 18
Queuing Penalty (veh) 6 25 48 38 3 10 50 26
Intersection: 11: Rengstorff Ave & Wyandotte St
Movement EB NB NB SB SB
Directions Served LR LT T T TR
Maximum Queue (ft) 61 65 13 11 11
Average Queue (ft) 36 23 3 2 2
95th Queue (ft) 67 70 22 17 17
Link Distance (ft) 319 653 653 817 817
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
SimTraffic
Queuing and Blocking Report 05/12/2026
No Build PM SimTraffic Report

Intersection: 12: Rengstorff Ave & Leghorn St
Movement EB WB NB NB NB SB SB SB
Directions Served LTR LTR L T TR L T TR
Maximum Queue (ft) 375 124 149 170 126 22 213 193
Average Queue (ft) 284 75 117 81 77 5 181 136
95th Queue (ft) 455 157 179 208 147 31 244 222
Link Distance (ft) 396 480 817 817 194 194
Upstream Blk Time (%) 7 8 2
Queuing Penalty (veh) 0 0 0
Storage Bay Dist (ft) 130 50
Storage Blk Time (%) 15 0 0 44
Queuing Penalty (veh) 39 0 0 2
Network Summary
Network wide Queuing Penalty: 1439
Appendix D: Signal Warrant
Analyses
66 Scenario:

Included?
Conclusion:

Notes:

Scenario W1 W2 W3 W4 W5 W6 W7 W8 W9
Existing (2025) No Yes Yes No
Results by Scenario
Warrant 8, Roadway Network No
Warrant 3, Peak Hour Yes Yes
Warrant 2, Four-Hour Vehicular Volume Yes
Warrant
Satisfied? Notes and Comments:

Yes Figure 4C-2 (70% Factor).

Figure 4C-4 (70% Factor).

TRAFFIC SIGNAL WARRANT ANALYSIS FINDINGS
Existing (2025)
Warrant 1, Eight-Hour Vehicular Volume Yes No
Warrant 4, Pedestrian Volume Yes No
Warrant 5, School Crossing No
Warrant 6, Coordinated Signal System No
Warrant 7, Crash Experience No
Consider Installing a New Traffic Signal
Warrant 9, Intersection Near a Grade
Crossing No
Rengstorff Ave. & Jane Ln.

City of Mountain View Warrant Met:

Existing (2025)Major Street (NB/SB) Notes:

Minor Street 1 (EB)
Minor Street 2 (WB) Apply 70% Reduction to Warrant Thresholds? Yes Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 1 / 1 500 150 150 350 105 105 750 75 75 525 53 53 400 120 120 600 60 60 280 84 84 420 42 42 2+ / 1 X X 600 150 150 420 105 105 900 75 75 630 53 53 480 120 120 720 60 60 336 84 84 504 42 42 2+ / 2+ X 600 200 200 420 140 140 900 100 100 630 70 70 480 160 160 720 80 80 336 112 112 504 56 56 1 / 2+ 500 200 200 350 140 140 750 100 100 525 70 70 400 160 160 600 80 80 280 112 112 420 56 56 12 12 9 12 12 12 12 12
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
1:00 AM 0 0 0
1:15 AM 0 0 0
1:30 AM 0 0 0
1:45 AM 0 0 0
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 0 0
2:45 AM 0 0 0
3:00 AM 0 0 0
3:15 AM 0 0 0
3:30 AM 0 0 0
3:45 AM 0 0 0
4:00 AM 0 0 0
4:15 AM 0 0 0
4:30 AM 0 0 0
4:45 AM 0 0 0
5:00 AM 0 0 0
5:15 AM 0 0 0
5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
6:15 AM 150 10 0
6:30 AM 317 13 0
6:45 AM 477 28 0 X X
7:00 AM 719 45 0 X X X X X X
7:15 AM 881 63 0 X X X
7:30 AM 1036 101 0 X X X
7:45 AM 1120 97 0 X X X X
8:00 AM 1162 95 0 X X X X X X X X
8:15 AM 1099 84 0 X X X
8:30 AM 1001 52 0 X
8:45 AM 1023 54 0 X X
9:00 AM 963 50 0 X X X X X X
9:15 AM 908 50 0 X
9:30 AM 887 52 0
9:45 AM 812 42 0 X X
10:00 AM 799 34 0 X X X X
10:15 AM 795 28 0 X
10:30 AM 794 30 0
10:45 AM 846 34 0 X X
11:00 AM 879 37 0 X X X X
11:15 AM 913 39 0 X X
11:30 AM 935 38 0
11:45 AM 924 40 0 X X
12:00 PM 923 44 0 X X X X X X
12:15 PM 961 36 0 X X
12:30 PM 977 34 0
12:45 PM 981 32 0 X X
1:00 PM 964 47 0 X X X X X X
1:15 PM 934 52 0 X X
1:30 PM 924 48 0
1:45 PM 937 50 0 X X
2:00 PM 946 43 0 X X X X X X
2:15 PM 987 60 0 X X X X
2:30 PM 1021 65 0
2:45 PM 1132 70 0 X X
3:00 PM 1173 72 0 X X X X X X X X
3:15 PM 1181 70 0 X X X X
3:30 PM 1236 89 0
3:45 PM 1126 93 0 X X X X
4:00 PM 1123 94 0 X X X X X X X X
4:15 PM 1131 85 0 X X X X X X
4:30 PM 1073 81 0
4:45 PM 1098 84 0 X X X X
5:00 PM 1081 80 0 X X X X X X X X
5:15 PM 1069 79 0 X X X X X X
5:30 PM 1073 71 0
5:45 PM 1058 74 0 X X
6:00 PM 1043 68 0 X X X X X X X X
6:15 PM 766 53 0 X
6:30 PM 501 35 0
6:45 PM 241 11 0
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0

NO NO NO
No
0 6 3 10
Cond. A
56% 70%
HOURS MET 0 0 3 5
WARRANT SATISFIED (8+ Hours)? NO NO NO
Cond. B
56% 100% 70% 100%
Condition A Condition B
Cond. A
80%
Cond. B
80%
Combination A/BAdjusted Volumes
Minor
Street 2
(WB)
Number of Lanes for Moving Traffic on Each Approach
2 or More Lanes
1 Lane
N/A
WARRANT 1, EIGHT-HOUR VEHICULAR VOLUME
Major/Minor
Lanes
Minor
Street 1
(EB)
Major Street
(NB/SB)
Intersection Name:

Jurisdiction:

Scenario:

Rengstorff Ave. & Jane Ln.

City of Mountain View Warrant Met:

Yes
Existing (2025)
Apply 70% Reduction to Warrant Thresholds? Yes
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
Legend
Minor 1 Minor 2 ⬤ Minor Street 1 (EB)
Northbound Southbound Eastbound Westbound ▲ Minor Street 2 (WB) 12:00 AM 0 0 0 0 0
12:15 AM 0 0 0 0 0
12:30 AM 0 0 0 0 0
12:45 AM 0 0 0 0 0
1:00 AM 0 0 0 0 0
1:15 AM 0 0 0 0 0
1:30 AM 0 0 0 0 0
1:45 AM 0 0 0 0 0
2:00 AM 0 0 0 0 0
2:15 AM 0 0 0 0 0
2:30 AM 0 0 0 0 0
2:45 AM 0 0 0 0 0
3:00 AM 0 0 0 0 0
3:15 AM 0 0 0 0 0
3:30 AM 0 0 0 0 0
3:45 AM 0 0 0 0 0
4:00 AM 0 0 0 0 0
4:15 AM 0 0 0 0 0
4:30 AM 0 0 0 0 0
4:45 AM 0 0 0 0 0
5:00 AM 0 0 0 0 0
5:15 AM 0 0 0 0 0
5:30 AM 0 0 0 0 0
5:45 AM 0 0 0 0 0
6:00 AM 0 0 0 0 0
6:15 AM 103 47 10 0 150
6:30 AM 207 110 13 0 317
6:45 AM 310 167 28 0 477
7:00 AM 469 250 45 0 719
7:15 AM 538 343 63 0 881
7:30 AM 640 396 101 0 1036 Min. 1 Met
7:45 AM 714 406 97 0 1120
8:00 AM 756 406 95 0 1162
8:15 AM 771 328 84 0 1099
8:30 AM 724 277 52 0 1001
8:45 AM 738 285 54 0 1023
9:00 AM 689 274 50 0 963
9:15 AM 637 271 50 0 908
9:30 AM 594 293 52 0 887
9:45 AM 531 281 42 0 812
10:00 AM 509 290 34 0 799
10:15 AM 488 307 28 0 795
10:30 AM 481 313 30 0 794
10:45 AM 486 360 34 0 846
11:00 AM 494 385 37 0 879
11:15 AM 487 426 39 0 913
11:30 AM 489 446 38 0 935
11:45 AM 476 448 40 0 924
12:00 PM 461 462 44 0 923
12:15 PM 507 454 36 0 961
12:30 PM 523 454 34 0 977
12:45 PM 525 456 32 0 981
1:00 PM 525 439 47 0 964
1:15 PM 489 445 52 0 934
1:30 PM 484 440 48 0 924
1:45 PM 492 445 50 0 937
2:00 PM 492 454 43 0 946
2:15 PM 513 474 60 0 987
2:30 PM 502 519 65 0 1021 Min. 1 Met
2:45 PM 502 630 70 0 1132
3:00 PM 488 685 72 0 1173 Start Time End Time Major Street Minor Street 3:15 PM 462 719 70 0 1181 3:30 PM 4:30 PM 1236 89
3:30 PM 477 759 89 0 1236 Min. 1 Met 8:00 AM 9:00 AM 1162 95 3:45 PM 440 686 93 0 1126 4:45 PM 5:45 PM 1098 84
4:00 PM 464 659 94 0 1123 5:45 PM 6:45 PM 1058 74
4:15 PM 464 667 85 0 1131
4:30 PM 430 643 81 0 1073 Min. 1 Met Start Time End Time Major Street Minor Street 4:45 PM 455 643 84 0 1098 7:30 AM 8:30 AM 1036 101
5:00 PM 386 695 80 0 1081 3:30 PM 4:30 PM 1236 89
5:15 PM 402 667 79 0 1069 4:30 PM 5:30 PM 1073 81
5:30 PM 405 668 71 0 1073 Min. 1 Met 5:30 PM 6:30 PM 1073 71 5:45 PM 386 672 74 0 1058
6:00 PM 422 621 68 0 1043 Start Time End Time Major Street Minor Street 6:15 PM 294 472 53 0 766 N/A N/A N/A N/A
6:30 PM 199 302 35 0 501 N/A N/A N/A N/A
6:45 PM 100 141 11 0 241 N/A N/A N/A N/A
7:00 PM 0 0 0 0 0 N/A N/A N/A N/A
7:15 PM 0 0 0 0 0
7:30 PM 0 0 0 0 0 Start Time End Time Major Street Minor Street 7:45 PM 0 0 0 0 0 N/A N/A N/A N/A
8:00 PM 0 0 0 0 0 N/A N/A N/A N/A
8:15 PM 0 0 0 0 0 N/A N/A N/A N/A
8:30 PM 0 0 0 0 0 N/A N/A N/A N/A
8:45 PM 0 0 0 0 0
9:00 PM 0 0 0 0 0
9:15 PM 0 0 0 0 0
9:30 PM 0 0 0 0 0
9:45 PM 0 0 0 0 0
10:00 PM 0 0 0 0 0
10:15 PM 0 0 0 0 0
10:30 PM 0 0 0 0 0
10:45 PM 0 0 0 0 0
11:00 PM 0 0 0 0 0
11:15 PM 0 0 0 0 0
11:30 PM 0 0 0 0 0
11:45 PM 0 0 0 0 0
3rd Highest Hour
4th Highest Hour
Top Hours for Figure 4C-1 - Minor Street 1 (EB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 1 (EB) Top Hours for Figure 4C-1 - Minor Street 2 (WB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 2 (WB) 3rd Highest Hour
4th Highest Hour
Top Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
Number of Lanes for Moving Traffic on Each
Approach
0 WARRANT 2, FOUR-HOUR VEHICULAR VOLUME
Total Number of Unique Hours Met on
Figure 4C-2 (70% Factor)
Total Number of Unique Hours Met on
Figure 4C-1
Intersection Name:

Jurisdiction:

Scenario:

Hour Interval Beginning At
Total Major
Approach
Volumes
Major Hour
Met?
Hour
Met?
(70% Factor)
Approach Vehicles Per Hour (VPH)
5 Intersection Name: Rengstorff Ave. & Jane Ln.

Jurisdiction: City of Mountain View
Scenario: Existing (2025)
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
3:00 AM 0 0 0
Category B:
3:15 AM 0 0 0
5:00 AM 0 0 0
4C-4 (70% Factor) N/A N/A N/A N/A N/A Not Met
5:15 AM 0 0 0 Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold. 5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
7:45 AM 1120 97 0
Y
8:00 AM 1162 95 0 Y
8:15 AM 1099 84 0 Y
8:30 AM 1001 52 0 Y
8:45 AM 1023 54 0 Y
10:15 AM 795 28 0 Y
10:30 AM 794 30 0 Y
10:45 AM 846 34 0 Y
11:00 AM 879 37 0 Y
11:15 AM 913 39 0 Y
11:30 AM 935 38 0 Y
11:45 AM 924 40 0 Y
12:00 PM 923 44 0 Y
12:15 PM 961 36 0 Y
12:30 PM 977 34 0 Y
12:45 PM 981 32 0 Y
1:00 PM 964 47 0 Y
1:15 PM 934 52 0 Y
1:30 PM 924 48 0 Y
1:45 PM 937 50 0 Y
2:00 PM 946 43 0 Y
2:15 PM 987 60 0 Y
2:30 PM 1021 65 0 Y
2:45 PM 1132 70 0 Y
3:00 PM 1173 72 0 Y
3:15 PM 1181 70 0 Y
3:30 PM 1236 89 0 Y
3:45 PM 1126 93 0 Y
4:00 PM 1123 94 0 Y
4:15 PM 1131 85 0 Y
4:30 PM 1073 81 0 Y
4:45 PM 1098 84 0 Y
5:00 PM 1081 80 0 Y
5:15 PM 1069 79 0 Y
5:30 PM 1073 71 0 Y
5:45 PM 1058 74 0 Y
6:00 PM 1043 68 0 Y
6:15 PM 766 53 0 Y
6:30 PM 501 35 0
6:45 PM 241 11 0
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0
WARRANT 3, PEAK HOUR
Warrant Met: Yes
Minor Street 2 (WB)
Vehicles Per Hour
Is traffic at this intersection generated by office complexes, manufacturing plants, industrial complexes, or high -occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time?
Yes
A2 A3 Hour Interval Beginning At Major Street
(NB/SB)
Met?
A1: The total stopped-time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach Peak Hour Peak Hour End Major Traffic Figure
Minor Street 1 (EB)
Vehicles Per Hour
Category A: If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day:

A2: The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes
Minor Traffic Threshold Minor
Number of Lanes for Moving Traffic on Each Approach

Rengstorff Ave. & Jane Ln.

City of Mountain View Warrant Met: No
Existing (2025) Figure Start Time End Time Vehicles Pedestrians Met? 4C-6 3:30 PM 4:30 PM 1236 0 No
4C-8 (70%) 4:45 PM 5:45 PM 1098 2 No
:Peak Hour
12:00 AM 0 0
12:15 AM 0 0
12:30 AM 0 0 Start Time End Time Vehicles Pedestrians
12:45 AM 0 0 Top Hour 4:45 PM 5:45 PM 1098 2
1:00 AM 0 0 2nd Highest Hour 3:30 PM 4:30 PM 1236 0
1:15 AM 0 0 3rd Highest Hour 8:00 AM 9:00 AM 1162 0
1:30 AM 0 0 4th Highest Hour 5:45 PM 6:45 PM 1058 0
1:45 AM 0 0
2:00 AM 0 0 Start Time End Time Vehicles Pedestrians
2:15 AM 0 0 Top Hour 10:15 AM 11:15 AM 795 3
2:30 AM 0 0 2nd Highest Hour 4:45 PM 5:45 PM 1098 2
2:45 AM 0 0 3rd Highest Hour 12:15 PM 1:15 PM 961 2
3:00 AM 0 0 4th Highest Hour 7:15 AM 8:15 AM 881 1
3:15 AM 0 0
3:30 AM 0 0
3:45 AM 0 0
4:00 AM 0 0
4:15 AM 0 0
4:30 AM 0 0
4:45 AM 0 0
5:00 AM 0 0
5:15 AM 0 0
5:30 AM 0 0
5:45 AM 0 0
6:00 AM 0 0
6:15 AM 150 0
6:30 AM 317 1
6:45 AM 477 1
7:00 AM 719 1
7:15 AM 881 1
7:30 AM 1036 0
7:45 AM 1120 0
8:00 AM 1162 0
8:15 AM 1099 0
8:30 AM 1001 0
8:45 AM 1023 0
9:00 AM 963 0
9:15 AM 908 0
9:30 AM 887 1
9:45 AM 812 1
10:00 AM 799 1
10:15 AM 795 3
10:30 AM 794 2
10:45 AM 846 2
11:00 AM 879 2
11:15 AM 913 0
11:30 AM 935 1
11:45 AM 924 1
12:00 PM 923 1
12:15 PM 961 2
12:30 PM 977 1
12:45 PM 981 1
1:00 PM 964 1
1:15 PM 934 0
1:30 PM 924 0
1:45 PM 937 0
2:00 PM 946 0
2:15 PM 987 0
2:30 PM 1021 0
2:45 PM 1132 0
3:00 PM 1173 0
3:15 PM 1181 0
3:30 PM 1236 0
3:45 PM 1126 0
4:00 PM 1123 0
4:15 PM 1131 1
4:30 PM 1073 1
4:45 PM 1098 2
5:00 PM 1081 2
5:15 PM 1069 1
5:30 PM 1073 1
5:45 PM 1058 0
6:00 PM 1043 0
6:15 PM 766 0
6:30 PM 501 0
6:45 PM 241 0
7:00 PM 0 0
7:15 PM 0 0
7:30 PM 0 0
7:45 PM 0 0
8:00 PM 0 0
8:15 PM 0 0
8:30 PM 0 0
8:45 PM 0 0
9:00 PM 0 0
9:15 PM 0 0
9:30 PM 0 0
9:45 PM 0 0
10:00 PM 0 0
10:15 PM 0 0
10:30 PM 0 0
10:45 PM 0 0
11:00 PM 0 0
11:15 PM 0 0
11:30 PM 0 0
11:45 PM 0 0
0 Fig. 4C-7
Hour Met?
(4-Hour
70%)
Fig. 4C-8
Hour Met?
(Peak Hour
70%)
Note: The hours plotted may not always be the "peak " hour. The hours plotted are the hours that most dramatically meet the threshold.

Number of Hours That Met the 4-Hour
Criteria 4C-5 0
Top Hours for Figure 4C-7 (70% Factor)
Number of Hours That Met the 4-Hour
Criteria 4C-7 (70% Factor) 0
Is the major street divided with a median wide
enough for pedestrians to wait? No
Is the distance to the nearest traffic control
signal or STOP sign controlling the major
street that pedestrians desire to cross less
than 300 feet?
No
Hour Interval
Beginning At
Major Street
Combined
Vehicles Per
Hour (VPH)
Total of All
Pedestrians
Crossing Major
Street
Pedestrians Per
Hour (PPH)
Fig. 4C-5
Hour Met?
(4-Hour)
Fig. 4C-6
Hour Met?
(Peak
Hour)
Top Hours for Figure 4C-5
15th Percentile Pedestrian Crossing Speed
Less than 3.5 f/s?* No
0%
Intersection Name:

Jurisdiction:

Scenario:

WARRANT 4, PEDESTRIAN VOLUME
Peak Hour

Scenario:

Included?
Conclusion:

Notes:

Scenario W1 W2 W3 W4 W5 W6 W7 W8 W9
Existing (2025) No No No No
Results by Scenario
Warrant 8, Roadway Network No
Warrant 3, Peak Hour Yes No
Warrant 2, Four-Hour Vehicular Volume Yes
Warrant
Satisfied? Notes and Comments:

No

TRAFFIC SIGNAL WARRANT ANALYSIS FINDINGS
Existing (2025)
Warrant 1, Eight-Hour Vehicular Volume Yes No
Warrant 4, Pedestrian Volume Yes No
Warrant 5, School Crossing No
Warrant 6, Coordinated Signal System No
Warrant 7, Crash Experience No
Do Not Install New Traffic Signal
Warrant 9, Intersection Near a Grade
Crossing No
Signal Warrant Tool - Copy.xlsm
Rengstorff Ave. & Rock St.

City of Mountain View Warrant Met:

Existing (2025)
Major Street (NB/SB) Notes:

Minor Street 1 (EB)
Minor Street 2 (WB) Apply 70% Reduction to Warrant Thresholds? No Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 1 / 1 500 150 150 350 105 105 750 75 75 525 53 53 400 120 120 600 60 60 280 84 84 420 42 42 2+ / 1 X X X 600 150 150 420 105 105 900 75 75 630 53 53 480 120 120 720 60 60 336 84 84 504 42 42 2+ / 2+ X 600 200 200 420 140 140 900 100 100 630 70 70 480 160 160 720 80 80 336 112 112 504 56 56 1 / 2+ 500 200 200 350 140 140 750 100 100 525 70 70 400 160 160 600 80 80 280 112 112 420 56 56 12 12 12 12 12 12 13 12
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
1:00 AM 0 0 0
1:15 AM 0 0 0
1:30 AM 0 0 0
1:45 AM 0 0 0
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 0 0
2:45 AM 0 0 0
3:00 AM 0 0 0
3:15 AM 0 0 0
3:30 AM 0 0 0
3:45 AM 0 0 0
4:00 AM 0 0 0
4:15 AM 0 0 0
4:30 AM 0 0 0
4:45 AM 0 0 0
5:00 AM 0 0 0
5:15 AM 0 0 0
5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
6:15 AM 155 1 13
6:30 AM 349 3 21 X
6:45 AM 570 9 33 X X X
7:00 AM 857 27 48 X X X
7:15 AM 1044 40 67 X
7:30 AM 1224 49 82 X
7:45 AM 1282 50 78 X X X X X X
8:00 AM 1311 46 78 X X X X X X X
8:15 AM 1262 47 57 X
8:30 AM 1159 46 47 X
8:45 AM 1210 46 53 X X X X X X
9:00 AM 1199 42 47 X X X
9:15 AM 1167 33 47 X
9:30 AM 1194 30 41 X
9:45 AM 1121 27 35 X X X
10:00 AM 1079 22 31 X X X
10:15 AM 1074 23 27 X
10:30 AM 1070 18 27 X
10:45 AM 1104 21 29 X X X
11:00 AM 1151 21 34 X X X
11:15 AM 1182 19 33 X
11:30 AM 1184 20 30 X
11:45 AM 1191 18 25 X X X
12:00 PM 1166 17 25 X X X
12:15 PM 1211 24 27 X
12:30 PM 1194 25 33 X
12:45 PM 1184 24 41 X X X
1:00 PM 1191 25 41 X X X
1:15 PM 1110 20 37 X
1:30 PM 1109 24 33 X
1:45 PM 1138 26 32 X X X
2:00 PM 1132 28 31 X X X
2:15 PM 1218 29 33 X
2:30 PM 1271 25 38 X
2:45 PM 1337 23 38 X X X
3:00 PM 1442 18 38 X X X
3:15 PM 1501 15 48 X
3:30 PM 1520 24 47 X
3:45 PM 1496 26 43 X X X X X
4:00 PM 1491 32 44 X X X
4:15 PM 1466 44 37 X
4:30 PM 1510 40 39 X
4:45 PM 1529 43 40 X X X X X
5:00 PM 1491 45 40 X X X
5:15 PM 1536 34 42 X
5:30 PM 1486 33 36 X
5:45 PM 1461 30 37 X X X
6:00 PM 1396 24 30 X X X
6:15 PM 980 18 19 X
6:30 PM 636 10 13 X
6:45 PM 283 4 3
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0

N/A NO N/A
No
0 1 0 4
Cond. A
56% 70%
HOURS MET 0 0 0 1
WARRANT SATISFIED (8+ Hours)? NO N/A NO
Cond. B
56% 100% 70% 100%
Condition A Condition B
Cond. A
80%
Cond. B
80%
Combination A/B
Adjusted Volumes
Minor Street
2 (WB)
Number of Lanes for Moving Traffic on Each Approach
2 or More Lanes
1 Lane
1 Lane
WARRANT 1, EIGHT-HOUR VEHICULAR VOLUME
Major/Minor
Lanes
Minor Street
1 (EB)
Major Street
(NB/SB)
Intersection Name:

Jurisdiction:

Scenario:
2/16/2026 Warrant 1 Page 2
Signal Warrant Tool - Copy.xlsm
Rengstorff Ave. & Rock St.

City of Mountain View Warrant Met:

No
Existing (2025)
Apply 70% Reduction to Warrant Thresholds? No
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) 1 Lane
Legend
Minor 1 Minor 2 ⬤ Minor Street 1 (EB)
Northbound Southbound Eastbound Westbound ▲ Minor Street 2 (WB) 12:00 AM 0 0 0 0 0 FALSE
12:15 AM 0 0 0 0 0 FALSE
12:30 AM 0 0 0 0 0 FALSE
12:45 AM 0 0 0 0 0 FALSE
1:00 AM 0 0 0 0 0 FALSE
1:15 AM 0 0 0 0 0 FALSE
1:30 AM 0 0 0 0 0 FALSE
1:45 AM 0 0 0 0 0 FALSE
2:00 AM 0 0 0 0 0 FALSE
2:15 AM 0 0 0 0 0 FALSE
2:30 AM 0 0 0 0 0 FALSE
2:45 AM 0 0 0 0 0 FALSE
3:00 AM 0 0 0 0 0 FALSE
3:15 AM 0 0 0 0 0 FALSE
3:30 AM 0 0 0 0 0 FALSE
3:45 AM 0 0 0 0 0 FALSE
4:00 AM 0 0 0 0 0 FALSE
4:15 AM 0 0 0 0 0 FALSE
4:30 AM 0 0 0 0 0 FALSE
4:45 AM 0 0 0 0 0 FALSE
5:00 AM 0 0 0 0 0 FALSE
5:15 AM 0 0 0 0 0 FALSE
5:30 AM 0 0 0 0 0 FALSE
5:45 AM 0 0 0 0 0 FALSE
6:00 AM 0 0 0 0 0 FALSE
6:15 AM 110 45 1 13 155 FALSE
6:30 AM 247 102 3 21 349 FALSE
6:45 AM 401 169 9 33 570 FALSE
7:00 AM 593 264 27 48 857 FALSE
7:15 AM 700 344 40 67 1044 FALSE
7:30 AM 854 370 49 82 1224 FALSE
7:45 AM 916 366 50 78 1282 FALSE
8:00 AM 969 342 46 78 1311 FALSE
8:15 AM 985 277 47 57 1262 FALSE
8:30 AM 899 260 46 47 1159 FALSE
8:45 AM 928 282 46 53 1210 FALSE
9:00 AM 905 294 42 47 1199 FALSE
9:15 AM 857 310 33 47 1167 FALSE
9:30 AM 828 366 30 41 1194 FALSE
9:45 AM 757 364 27 35 1121 FALSE
10:00 AM 694 385 22 31 1079 FALSE
10:15 AM 668 406 23 27 1074 FALSE
10:30 AM 671 399 18 27 1070 FALSE
10:45 AM 663 441 21 29 1104 FALSE
11:00 AM 672 479 21 34 1151 FALSE
11:15 AM 654 528 19 33 1182 FALSE
11:30 AM 621 563 20 30 1184 FALSE
11:45 AM 610 581 18 25 1191 FALSE
12:00 PM 597 569 17 25 1166 FALSE
12:15 PM 634 577 24 27 1211 FALSE
12:30 PM 631 563 25 33 1194 FALSE
12:45 PM 614 570 24 41 1184 FALSE
1:00 PM 627 564 25 41 1191 FALSE
1:15 PM 593 517 20 37 1110 FALSE
1:30 PM 587 522 24 33 1109 FALSE
1:45 PM 617 521 26 32 1138 FALSE
2:00 PM 601 531 28 31 1132 FALSE
2:15 PM 637 581 29 33 1218 FALSE
Number of Lanes for Moving Traffic on Each
Approach
0 WARRANT 2, FOUR-HOUR VEHICULAR VOLUME
Total Number of Unique Hours Met on
Figure 4C-2 (70% Factor)
Total Number of Unique Hours Met on
Figure 4C-1
Intersection Name:

Jurisdiction:

Scenario:

Hour Interval Beginning At
Total Major
Approach
Volumes
Major Hour
Met?
Hour
Met?
(70% Factor)
Approach Vehicles Per Hour (VPH)
N/A
2/16/2026 Warrant 2 Page 3
Signal Warrant Tool - Copy.xlsm
Rengstorff Ave. & Rock St.

City of Mountain View Warrant Met:

No
Existing (2025)
Apply 70% Reduction to Warrant Thresholds? No
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) 1 Lane
Legend
Minor 1 Minor 2 ⬤ Minor Street 1 (EB)
Northbound Southbound Eastbound Westbound ▲ Minor Street 2 (WB) Number of Lanes for Moving Traffic on Each
Approach
0 WARRANT 2, FOUR-HOUR VEHICULAR VOLUME
Total Number of Unique Hours Met on
Figure 4C-2 (70% Factor)
Total Number of Unique Hours Met on
Figure 4C-1
Intersection Name:

Jurisdiction:

Scenario:

Hour Interval Beginning At
Total Major
Approach
Volumes
Major Hour
Met?
Hour
Met?
(70% Factor)
Approach Vehicles Per Hour (VPH)
N/A
2:30 PM 639 632 25 38 1271 FALSE
2:45 PM 625 712 23 38 1337 FALSE
3:00 PM 619 823 18 38 1442 FALSE Start Time End Time Major Street Minor Street 3:15 PM 601 900 15 48 1501 FALSE 5:00 PM 6:00 PM 1491 45 3:30 PM 605 915 24 47 1520 FALSE 7:45 AM 8:45 AM 1282 50 3:45 PM 606 890 26 43 1496 FALSE 4:00 PM 5:00 PM 1491 32 4:00 PM 642 849 32 44 1491 FALSE 8:45 AM 9:45 AM 1210 46 4:15 PM 644 822 44 37 1466 FALSE
4:30 PM 668 842 40 39 1510 FALSE Start Time End Time Major Street Minor Street 4:45 PM 674 855 43 40 1529 FALSE 0 50
5:00 PM 617 874 45 40 1491 FALSE 0 50
5:15 PM 635 901 34 42 1536 FALSE 0 50
5:30 PM 631 855 33 36 1486 FALSE 0 50
5:45 PM 606 855 30 37 1461 FALSE
6:00 PM 603 793 24 30 1396 FALSE Start Time End Time Major Street Minor Street 6:15 PM 421 559 18 19 980 FALSE 8:00 AM 9:00 AM 1311 78 6:30 PM 258 378 10 13 636 FALSE 3:15 PM 4:15 PM 1501 48 6:45 PM 122 161 4 3 283 FALSE 5:15 PM 6:15 PM 1536 42
7:00 PM 0 0 0 0 0 FALSE 4:15 PM 5:15 PM 1466 37
7:15 PM 0 0 0 0 0 FALSE
7:30 PM 0 0 0 0 0 FALSE Start Time End Time Major Street Minor Street 7:45 PM 0 0 0 0 0 FALSE 0 82
8:00 PM 0 0 0 0 0 FALSE 0 82
8:15 PM 0 0 0 0 0 FALSE 0 82
8:30 PM 0 0 0 0 0 FALSE 0 82
8:45 PM 0 0 0 0 0 FALSE
9:00 PM 0 0 0 0 0 FALSE
9:15 PM 0 0 0 0 0 FALSE
9:30 PM 0 0 0 0 0 FALSE
9:45 PM 0 0 0 0 0 FALSE
10:00 PM 0 0 0 0 0 FALSE
10:15 PM 0 0 0 0 0 FALSE
10:30 PM 0 0 0 0 0 FALSE
10:45 PM 0 0 0 0 0 FALSE
11:00 PM 0 0 0 0 0 FALSE
11:15 PM 0 0 0 0 0 FALSE
11:30 PM 0 0 0 0 0 FALSE
11:45 PM 0 0 0 0 0 FALSE
3rd Highest Hour
4th Highest Hour
Top Hours for Figure 4C-1 - Minor Street 1 (EB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 1 (EB) Top Hours for Figure 4C-1 - Minor Street 2 (WB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 2 (WB) 3rd Highest Hour
4th Highest Hour
Top Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
2/16/2026 Warrant 2 Page 4
Signal Warrant Tool - Copy.xlsm
Intersection Name: Rengstorff Ave. & Rock St.

Jurisdiction: City of Mountain View
Scenario: Existing (2025)
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) 1 Lane
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
3:00 AM 0 0 0 Category B:
3:15 AM 0 0 0
5:00 AM 0 0 0 4C-4 (70% Factor) N/A Not Met
5:15 AM 0 0 0 Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold. 5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
7:45 AM 1282 50 78 Y
8:00 AM 1311 46 78 Y
8:15 AM 1262 47 57 Y
8:30 AM 1159 46 47 Y
8:45 AM 1210 46 53 Y
10:15 AM 1074 23 27 Y
10:30 AM 1070 18 27 Y
10:45 AM 1104 21 29 Y
11:00 AM 1151 21 34 Y
11:15 AM 1182 19 33 Y
11:30 AM 1184 20 30 Y
11:45 AM 1191 18 25 Y
WARRANT 3, PEAK HOUR
Warrant Met: No
Minor Street 2
(WB) Vehicles Per
Is traffic at this intersection generated by office co mplexes, manufacturing plants, industrial complexes, or high-occ upancy vehicle facilities that attract or discharge large numb ers of vehicles over a short time?
Yes
A2 A3 Hour Interval Beginning At Major Street
(NB/SB)
Met?
A1: The total stopped-time delay experienced by the traffic on one minor-street approach (one direction only) co ntrolled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach Peak Hour Peak Hour End Major Traffic Figure
Minor Street 1 (EB)
Vehicles Per Hour
Category A: If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day:

A2: The volume on the same minor-street approach (one di rection only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes
Minor Traffic Threshold Minor
Number of Lanes for Moving Traffic on Each Approach
2/16/2026 Warrant 3 Page 5
Signal Warrant Tool - Copy.xlsm
Intersection Name: Rengstorff Ave. & Rock St.

Jurisdiction: City of Mountain View
Scenario: Existing (2025)
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) 1 Lane
WARRANT 3, PEAK HOUR
Warrant Met: No
Minor Street 2
(WB) Vehicles Per
Is traffic at this intersection generated by office co mplexes, manufacturing plants, industrial complexes, or high-occ upancy vehicle facilities that attract or discharge large numb ers of vehicles over a short time?
Yes
A2 A3 Hour Interval Beginning At Major Street
(NB/SB)
Minor Street 1 (EB)
Vehicles Per Hour
Number of Lanes for Moving Traffic on Each Approach
12:00 PM 1166 17 25 Y
12:15 PM 1211 24 27 Y
12:30 PM 1194 25 33 Y
12:45 PM 1184 24 41 Y
1:00 PM 1191 25 41 Y
1:15 PM 1110 20 37 Y
1:30 PM 1109 24 33 Y
1:45 PM 1138 26 32 Y
2:00 PM 1132 28 31 Y
2:15 PM 1218 29 33 Y
2:30 PM 1271 25 38 Y
2:45 PM 1337 23 38 Y
3:00 PM 1442 18 38 Y
3:15 PM 1501 15 48 Y
3:30 PM 1520 24 47 Y
3:45 PM 1496 26 43 Y
4:00 PM 1491 32 44 Y
4:15 PM 1466 44 37 Y
4:30 PM 1510 40 39 Y
4:45 PM 1529 43 40 Y
5:00 PM 1491 45 40 Y
5:15 PM 1536 34 42 Y
5:30 PM 1486 33 36 Y
5:45 PM 1461 30 37 Y
6:00 PM 1396 24 30 Y
6:15 PM 980 18 19 Y
6:30 PM 636 10 13
6:45 PM 283 4 3
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0
2/16/2026 Warrant 3 Page 6
Signal Warrant Tool - Copy.xlsm
Rengstorff Ave. & Rock St.

City of Mountain View Warrant Met: No
Existing (2025)
Figure Start Time End Time Vehicles Pedestrians Met?
4C-6 3:30 PM 4:30 PM 1520 16 No
4C-8 (70%) N/A N/A
:Peak Hour
12:00 AM 0 0
12:15 AM 0 0
12:30 AM 0 0 Start Time End Time Vehicles Pedestrians
12:45 AM 0 0 Top Hour 7:45 AM 8:45 AM 1282 25
1:00 AM 0 0 2nd Highest Hour 3:30 PM 4:30 PM 1520 16
1:15 AM 0 0 3rd Highest Hour 4:30 PM 5:30 PM 1510 11
1:30 AM 0 0 4th Highest Hour 6:00 PM 7:00 PM 1396 10
1:45 AM 0 0
2:00 AM 0 0 Start Time End Time Vehicles Pedestrians
2:15 AM 0 0 Top Hour 7:45 AM 8:45 AM N/A 25
2:30 AM 0 0 2nd Highest Hour 3:30 PM 4:30 PM N/A 16
2:45 AM 0 0 3rd Highest Hour 4:30 PM 5:30 PM N/A 11
3:00 AM 0 0 4th Highest Hour 6:00 PM 7:00 PM N/A 10
3:15 AM 0 0
3:30 AM 0 0
3:45 AM 0 0
4:00 AM 0 0
4:15 AM 0 0
4:30 AM 0 0
4:45 AM 0 0
5:00 AM 0 0
5:15 AM 0 0
5:30 AM 0 0
5:45 AM 0 0
6:00 AM 0 0
6:15 AM 155 2
6:30 AM 349 4
6:45 AM 570 4
7:00 AM 857 12
7:15 AM 1044 18
7:30 AM 1224 22
7:45 AM 1282 25
8:00 AM 1311 18
8:15 AM 1262 13
8:30 AM 1159 8
8:45 AM 1210 7
9:00 AM 1199 7
9:15 AM 1167 5
9:30 AM 1194 7
9:45 AM 1121 5
10:00 AM 1079 5
10:15 AM 1074 7
10:30 AM 1070 6
10:45 AM 1104 8
11:00 AM 1151 8
11:15 AM 1182 8
11:30 AM 1184 7
11:45 AM 1191 6
12:00 PM 1166 8
12:15 PM 1211 6
12:30 PM 1194 8
12:45 PM 1184 9
No
Fig. 4C-7
Hour Met?
(4-Hour
70%)
Fig. 4C-8
Hour Met?
(Peak Hour
70%)
Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold.

Number of Hours That Met the 4-Hour
Criteria 4C-5 0
Top Hours for Figure 4C-7 (70% Factor)
Number of Hours That Met the 4-Hour
Criteria 4C-7 (70% Factor) N/A
Is the major street divided with a median
wide enough for pedestrians to wait? No
Is the distance to the nearest traffic control
signal or STOP sign controlling the major
street that pedestrians desire to cross less
than 300 feet?
Yes
Will the proposed traffic control signal restrict
the progressive movement of traffic?
Hour Interval
Beginning At
Major Street
Combined
Vehicles Per
Hour (VPH)
Total of All
Pedestrians
Crossing Major
Street
Pedestrians Per
Hour (PPH)
Fig. 4C-5
Hour Met?
(4-Hour)
Fig. 4C-6
Hour Met?
(Peak
Hour)
Top Hours for Figure 4C-5
15th Percentile Pedestrian Crossing Speed
Less than 3.5 f/s?* No
0%
Intersection Name:

Jurisdiction:

Scenario:

WARRANT 4, PEDESTRIAN VOLUME
Peak Hour
2/16/2026 Warrant 4 Page 7
Signal Warrant Tool - Copy.xlsm
Rengstorff Ave. & Rock St.

City of Mountain View Warrant Met: No
Existing (2025)
Figure Start Time End Time Vehicles Pedestrians Met?
4C-6 3:30 PM 4:30 PM 1520 16 No
4C-8 (70%) N/A N/A
:Peak Hour
No
Fig. 4C-7
Hour Met?
(4-Hour
70%)
Fig. 4C-8
Hour Met?
(Peak Hour
70%)
Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold.

Number of Hours That Met the 4-Hour
Criteria 4C-5 0
Number of Hours That Met the 4-Hour
Criteria 4C-7 (70% Factor) N/A
Is the major street divided with a median
wide enough for pedestrians to wait? No
Is the distance to the nearest traffic control
signal or STOP sign controlling the major
street that pedestrians desire to cross less
than 300 feet?
Yes
Will the proposed traffic control signal restrict
the progressive movement of traffic?
Hour Interval
Beginning At
Major Street
Combined
Vehicles Per
Hour (VPH)
Total of All
Pedestrians
Crossing Major
Street
Pedestrians Per
Hour (PPH)
Fig. 4C-5
Hour Met?
(4-Hour)
Fig. 4C-6
Hour Met?
(Peak
Hour)
15th Percentile Pedestrian Crossing Speed
Less than 3.5 f/s?* No
0%
Intersection Name:

Jurisdiction:

Scenario:

WARRANT 4, PEDESTRIAN VOLUME
Peak Hour
1:00 PM 1191 9
1:15 PM 1110 9
1:30 PM 1109 10
1:45 PM 1138 8
2:00 PM 1132 6
2:15 PM 1218 6
2:30 PM 1271 8
2:45 PM 1337 14
3:00 PM 1442 15
3:15 PM 1501 16
3:30 PM 1520 16
3:45 PM 1496 13
4:00 PM 1491 12
4:15 PM 1466 14
4:30 PM 1510 11
4:45 PM 1529 9
5:00 PM 1491 9
5:15 PM 1536 7
5:30 PM 1486 5
5:45 PM 1461 8
6:00 PM 1396 10
6:15 PM 980 8
6:30 PM 636 7
6:45 PM 283 3
7:00 PM 0 0
7:15 PM 0 0
7:30 PM 0 0
7:45 PM 0 0
8:00 PM 0 0
8:15 PM 0 0
8:30 PM 0 0
8:45 PM 0 0
9:00 PM 0 0
9:15 PM 0 0
9:30 PM 0 0
9:45 PM 0 0
10:00 PM 0 0
10:15 PM 0 0
10:30 PM 0 0
10:45 PM 0 0
11:00 PM 0 0
11:15 PM 0 0
11:30 PM 0 0
11:45 PM 0 0
2/16/2026 Warrant 4 Page 8
Scenario:

Included?
Conclusion:

Notes:

Scenario W1 W2 W3 W4 W5 W6 W7 W8 W9
Existing (2025) No No No No
Results by Scenario
Warrant 8, Roadway Network No
Warrant 3, Peak Hour Yes No
Warrant 2, Four-Hour Vehicular Volume Yes
Warrant
Satisfied? Notes and Comments:

No

TRAFFIC SIGNAL WARRANT ANALYSIS FINDINGS
Existing (2025)
Warrant 1, Eight-Hour Vehicular Volume Yes No
Warrant 4, Pedestrian Volume Yes No
Warrant 5, School Crossing No
Warrant 6, Coordinated Signal System No
Warrant 7, Crash Experience No
Do Not Install New Traffic Signal
Warrant 9, Intersection Near a Grade
Crossing No
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met:

Existing (2025)
Major Street (NB/SB) Notes:

Minor Street 1 (EB)
Minor Street 2 (WB) Apply 70% Reduction to Warrant Thresholds? No Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 1 / 1 500 150 150 350 105 105 750 75 75 525 53 53 400 120 120 600 60 60 280 84 84 420 42 42 2+ / 1 X X 600 150 150 420 105 105 900 75 75 630 53 53 480 120 120 720 60 60 336 84 84 504 42 42 2+ / 2+ X 600 200 200 420 140 140 900 100 100 630 70 70 480 160 160 720 80 80 336 112 112 504 56 56 1 / 2+ 500 200 200 350 140 140 750 100 100 525 70 70 400 160 160 600 80 80 280 112 112 420 56 56 12 12 11 12 12 12 12 12
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
1:00 AM 0 0 0
1:15 AM 0 0 0
1:30 AM 0 0 0
1:45 AM 0 0 0
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 0 0
2:45 AM 0 0 0
3:00 AM 0 0 0
3:15 AM 0 0 0
3:30 AM 0 0 0
3:45 AM 0 0 0
4:00 AM 0 0 0
4:15 AM 0 0 0
4:30 AM 0 0 0
4:45 AM 0 0 0
5:00 AM 0 0 0
5:15 AM 0 0 0
5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
6:15 AM 140 10 0
6:30 AM 313 16 0
6:45 AM 478 28 0 X X
7:00 AM 668 47 0 X X X X X X
7:15 AM 772 50 0 X
7:30 AM 870 59 0
7:45 AM 936 63 0 X X X
8:00 AM 1016 54 0 X X X X X X X X
8:15 AM 1038 64 0 X X X
8:30 AM 1013 68 0
8:45 AM 1054 63 0 X X X
9:00 AM 1056 65 0 X X X X X X X X
9:15 AM 1048 50 0 X
9:30 AM 1042 43 0
9:45 AM 977 42 0 X X X
10:00 AM 918 42 0 X X X X X X
10:15 AM 901 41 0 X
10:30 AM 901 37 0
10:45 AM 941 47 0 X X X
11:00 AM 982 44 0 X X X X X X
11:15 AM 977 42 0 X
11:30 AM 981 44 0
11:45 AM 961 40 0 X X X

N/A NO N/A
No
0 4 1 11
Cond. A
56% 70%
HOURS MET 0 1 1 6
WARRANT SATISFIED (8+ Hours)? NO N/A NO
Cond. B
56% 100% 70% 100%
Condition A Condition B
Cond. A
80%
Cond. B
80%
Combination A/B
Adjusted Volumes
Minor Street
2 (WB)
Number of Lanes for Moving Traffic on Each Approach
2 or More Lanes
1 Lane
N/A
WARRANT 1, EIGHT-HOUR VEHICULAR VOLUME
Major/Minor
Lanes
Minor Street
1 (EB)
Major Street
(NB/SB)
Intersection Name:

Jurisdiction:

Scenario:
2/16/2026 Warrant 1 Page 2
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met:

Existing (2025)
Major Street (NB/SB) Notes:

Minor Street 1 (EB)
Minor Street 2 (WB) Apply 70% Reduction to Warrant Thresholds? No Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 Maj. Min. 1 Min. 2 1 / 1 500 150 150 350 105 105 750 75 75 525 53 53 400 120 120 600 60 60 280 84 84 420 42 42 2+ / 1 X X 600 150 150 420 105 105 900 75 75 630 53 53 480 120 120 720 60 60 336 84 84 504 42 42 2+ / 2+ X 600 200 200 420 140 140 900 100 100 630 70 70 480 160 160 720 80 80 336 112 112 504 56 56 1 / 2+ 500 200 200 350 140 140 750 100 100 525 70 70 400 160 160 600 80 80 280 112 112 420 56 56 12 12 11 12 12 12 12 12

N/A NO N/A
No
0 4 1 11
Cond. A
56% 70%
HOURS MET 0 1 1 6
WARRANT SATISFIED (8+ Hours)? NO N/A NO
Cond. B
56% 100% 70% 100%
Condition A Condition B
Cond. A
80%
Cond. B
80%
Combination A/B
Adjusted Volumes
Minor Street
2 (WB)
Number of Lanes for Moving Traffic on Each Approach
2 or More Lanes
1 Lane
N/A
WARRANT 1, EIGHT-HOUR VEHICULAR VOLUME
Major/Minor
Lanes
Minor Street
1 (EB)
Major Street
(NB/SB)
Intersection Name:

Jurisdiction:

Scenario:
12:00 PM 963 41 0 X X X X
12:15 PM 959 47 0 X
12:30 PM 968 46 0
12:45 PM 967 46 0 X X X
1:00 PM 947 49 0 X X X X X X
1:15 PM 930 53 0 X
1:30 PM 928 55 0
1:45 PM 973 49 0 X X X
2:00 PM 1016 47 0 X X X X X X
2:15 PM 1087 42 0 X
2:30 PM 1130 50 0
2:45 PM 1178 55 0 X X X
3:00 PM 1232 61 0 X X X X X X X X
3:15 PM 1358 67 0 X X X
3:30 PM 1416 56 0
3:45 PM 1463 65 0 X X X
4:00 PM 1506 71 0 X X X X X X X X
4:15 PM 1471 82 0 X X X
4:30 PM 1523 102 0
4:45 PM 1586 106 0 X X X X X X X X X
5:00 PM 1588 97 0 X X X X X X X X
5:15 PM 1602 87 0 X X X
5:30 PM 1501 74 0
5:45 PM 1382 58 0 X X X
6:00 PM 1287 53 0 X X X X X X X X
6:15 PM 896 36 0 X
6:30 PM 593 21 0
6:45 PM 283 9 0
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0
2/16/2026 Warrant 1 Page 3
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met:

No
Existing (2025)
Apply 70% Reduction to Warrant Thresholds? No
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
Legend
Minor 1 Minor 2 ⬤ Minor Street 1 (EB)
Northbound Southbound Eastbound Westbound ▲ Minor Street 2 (WB) 12:00 AM 0 0 0 0 0 FALSE
12:15 AM 0 0 0 0 0 FALSE
12:30 AM 0 0 0 0 0 FALSE
12:45 AM 0 0 0 0 0 FALSE
1:00 AM 0 0 0 0 0 FALSE
1:15 AM 0 0 0 0 0 FALSE
1:30 AM 0 0 0 0 0 FALSE
1:45 AM 0 0 0 0 0 FALSE
2:00 AM 0 0 0 0 0 FALSE
2:15 AM 0 0 0 0 0 FALSE
2:30 AM 0 0 0 0 0 FALSE
2:45 AM 0 0 0 0 0 FALSE
3:00 AM 0 0 0 0 0 FALSE
3:15 AM 0 0 0 0 0 FALSE
3:30 AM 0 0 0 0 0 FALSE
3:45 AM 0 0 0 0 0 FALSE
4:00 AM 0 0 0 0 0 FALSE
4:15 AM 0 0 0 0 0 FALSE
4:30 AM 0 0 0 0 0 FALSE
4:45 AM 0 0 0 0 0 FALSE
5:00 AM 0 0 0 0 0 FALSE
5:15 AM 0 0 0 0 0 FALSE
5:30 AM 0 0 0 0 0 FALSE
5:45 AM 0 0 0 0 0 FALSE
6:00 AM 0 0 0 0 0 FALSE
6:15 AM 96 44 10 0 140 FALSE
6:30 AM 208 105 16 0 313 FALSE
6:45 AM 326 152 28 0 478 FALSE
7:00 AM 470 198 47 0 668 FALSE
7:15 AM 557 215 50 0 772 FALSE
7:30 AM 657 213 59 0 870 FALSE
7:45 AM 708 228 63 0 936 FALSE
8:00 AM 773 243 54 0 1016 FALSE
8:15 AM 798 240 64 0 1038 FALSE
8:30 AM 764 249 68 0 1013 FALSE
8:45 AM 799 255 63 0 1054 FALSE
9:00 AM 793 263 65 0 1056 FALSE
9:15 AM 770 278 50 0 1048 FALSE
9:30 AM 745 297 43 0 1042 FALSE
9:45 AM 680 297 42 0 977 FALSE
10:00 AM 620 298 42 0 918 FALSE
10:15 AM 596 305 41 0 901 FALSE
10:30 AM 590 311 37 0 901 FALSE
10:45 AM 582 359 47 0 941 FALSE
11:00 AM 566 416 44 0 982 FALSE
11:15 AM 524 453 42 0 977 FALSE
11:30 AM 504 477 44 0 981 FALSE
11:45 AM 494 467 40 0 961 FALSE
12:00 PM 512 451 41 0 963 FALSE
12:15 PM 520 439 47 0 959 FALSE
12:30 PM 530 438 46 0 968 FALSE
12:45 PM 525 442 46 0 967 FALSE
1:00 PM 515 432 49 0 947 FALSE
1:15 PM 512 418 53 0 930 FALSE
1:30 PM 509 419 55 0 928 FALSE
1:45 PM 553 420 49 0 973 FALSE
2:00 PM 573 443 47 0 1016 FALSE
2:15 PM 589 498 42 0 1087 FALSE
Number of Lanes for Moving Traffic on Each
Approach
2 WARRANT 2, FOUR-HOUR VEHICULAR VOLUME
Total Number of Unique Hours Met on
Figure 4C-2 (70% Factor)
Total Number of Unique Hours Met on
Figure 4C-1
Intersection Name:

Jurisdiction:

Scenario:

Hour Interval Beginning At
Total Major
Approach
Volumes
Major Hour
Met?
Hour
Met?
(70% Factor)
Approach Vehicles Per Hour (VPH)
N/A
2/16/2026 Warrant 2 Page 4
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met:

No
Existing (2025)
Apply 70% Reduction to Warrant Thresholds? No
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
Legend
Minor 1 Minor 2 ⬤ Minor Street 1 (EB)
Northbound Southbound Eastbound Westbound ▲ Minor Street 2 (WB) Number of Lanes for Moving Traffic on Each
Approach
2 WARRANT 2, FOUR-HOUR VEHICULAR VOLUME
Total Number of Unique Hours Met on
Figure 4C-2 (70% Factor)
Total Number of Unique Hours Met on
Figure 4C-1
Intersection Name:

Jurisdiction:

Scenario:

Hour Interval Beginning At
Total Major
Approach
Volumes
Major Hour
Met?
Hour
Met?
(70% Factor)
Approach Vehicles Per Hour (VPH)
N/A
2:30 PM 592 538 50 0 1130 FALSE
2:45 PM 564 614 55 0 1178 FALSE
3:00 PM 560 672 61 0 1232 FALSE Start Time End Time Major Street Minor Street 3:15 PM 650 708 67 0 1358 FALSE 5:15 PM 6:15 PM 1602 87 3:30 PM 689 727 56 0 1416 FALSE 4:15 PM 5:15 PM 1471 82 3:45 PM 729 734 65 0 1463 FALSE 3:15 PM 4:15 PM 1358 67 4:00 PM 769 737 71 0 1506 FALSE 9:00 AM 10:00 AM 1056 65 4:15 PM 730 741 82 0 1471 Min. 1 Met FALSE
4:30 PM 740 783 102 0 1523 FALSE Start Time End Time Major Street Minor Street 4:45 PM 741 845 106 0 1586 FALSE 0 106
5:00 PM 675 913 97 0 1588 FALSE 0 106
5:15 PM 672 930 87 0 1602 Min. 1 Met FALSE 0 106
5:30 PM 658 843 74 0 1501 FALSE 0 106
5:45 PM 604 778 58 0 1382 FALSE
6:00 PM 604 683 53 0 1287 FALSE Start Time End Time Major Street Minor Street 6:15 PM 416 480 36 0 896 FALSE N/A N/A N/A N/A
6:30 PM 244 349 21 0 593 FALSE N/A N/A N/A N/A
6:45 PM 125 158 9 0 283 FALSE N/A N/A N/A N/A
7:00 PM 0 0 0 0 0 FALSE N/A N/A N/A N/A
7:15 PM 0 0 0 0 0 FALSE
7:30 PM 0 0 0 0 0 FALSE Start Time End Time Major Street Minor Street 7:45 PM 0 0 0 0 0 FALSE N/A N/A N/A N/A
8:00 PM 0 0 0 0 0 FALSE N/A N/A N/A N/A
8:15 PM 0 0 0 0 0 FALSE N/A N/A N/A N/A
8:30 PM 0 0 0 0 0 FALSE N/A N/A N/A N/A
8:45 PM 0 0 0 0 0 FALSE
9:00 PM 0 0 0 0 0 FALSE
9:15 PM 0 0 0 0 0 FALSE
9:30 PM 0 0 0 0 0 FALSE
9:45 PM 0 0 0 0 0 FALSE
10:00 PM 0 0 0 0 0 FALSE
10:15 PM 0 0 0 0 0 FALSE
10:30 PM 0 0 0 0 0 FALSE
10:45 PM 0 0 0 0 0 FALSE
11:00 PM 0 0 0 0 0 FALSE
11:15 PM 0 0 0 0 0 FALSE
11:30 PM 0 0 0 0 0 FALSE
11:45 PM 0 0 0 0 0 FALSE
3rd Highest Hour
4th Highest Hour
Top Hours for Figure 4C-1 - Minor Street 1 (EB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 1 (EB) Top Hours for Figure 4C-1 - Minor Street 2 (WB)
Top Hours for Figure 4C-2 (70% Factor) - Minor Street 2 (WB) 3rd Highest Hour
4th Highest Hour
Top Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
2nd Highest Hour
2nd Highest Hour
3rd Highest Hour
4th Highest Hour
Top Hour
2/16/2026 Warrant 2 Page 5
Signal Warrant Tool - Copy - Copy.xlsm
Intersection Name: Rengstorff Ave. & Wyandotte St.

Jurisdiction: City of Mountain View
Scenario: Existing (2025)
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
12:00 AM 0 0 0
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 0 0 0
3:00 AM 0 0 0 Category B:
3:15 AM 0 0 0
5:00 AM 0 0 0 4C-4 (70% Factor) N/A N/A N/A N/A N/A Not Met 5:15 AM 0 0 0 Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold. 5:30 AM 0 0 0
5:45 AM 0 0 0
6:00 AM 0 0 0
7:45 AM 936 63 0 Y
8:00 AM 1016 54 0 Y
8:15 AM 1038 64 0 Y
8:30 AM 1013 68 0 Y
8:45 AM 1054 63 0 Y
10:15 AM 901 41 0 Y
10:30 AM 901 37 0 Y
10:45 AM 941 47 0 Y
11:00 AM 982 44 0 Y
11:15 AM 977 42 0 Y
11:30 AM 981 44 0 Y
11:45 AM 961 40 0 Y
WARRANT 3, PEAK HOUR
Warrant Met: No
Minor Street 2
(WB) Vehicles Per
Is traffic at this intersection generated by office co mplexes, manufacturing plants, industrial complexes, or high-occ upancy vehicle facilities that attract or discharge large numb ers of vehicles over a short time?
Yes
A2 A3 Hour Interval Beginning At Major Street
(NB/SB)
Met?
A1: The total stopped-time delay experienced by the traffic on one minor-street approach (one direction only) co ntrolled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach Peak Hour Peak Hour End Major Traffic Figure
Minor Street 1 (EB)
Vehicles Per Hour
Category A: If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day:

A2: The volume on the same minor-street approach (one di rection only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes
Minor Traffic Threshold Minor
Number of Lanes for Moving Traffic on Each Approach
2/16/2026 Warrant 3 Page 6
Signal Warrant Tool - Copy - Copy.xlsm
Intersection Name: Rengstorff Ave. & Wyandotte St.

Jurisdiction: City of Mountain View
Scenario: Existing (2025)
Major Street (NB/SB) 2 or More Lanes
Minor Street 1 (EB) 1 Lane
Minor Street 2 (WB) N/A
WARRANT 3, PEAK HOUR
Warrant Met: No
Minor Street 2
(WB) Vehicles Per
Is traffic at this intersection generated by office co mplexes, manufacturing plants, industrial complexes, or high-occ upancy vehicle facilities that attract or discharge large numb ers of vehicles over a short time?
Yes
A2 A3 Hour Interval Beginning At Major Street
(NB/SB)
Minor Street 1 (EB)
Vehicles Per Hour
Number of Lanes for Moving Traffic on Each Approach
12:00 PM 963 41 0 Y
12:15 PM 959 47 0 Y
12:30 PM 968 46 0 Y
12:45 PM 967 46 0 Y
1:00 PM 947 49 0 Y
1:15 PM 930 53 0 Y
1:30 PM 928 55 0 Y
1:45 PM 973 49 0 Y
2:00 PM 1016 47 0 Y
2:15 PM 1087 42 0 Y
2:30 PM 1130 50 0 Y
2:45 PM 1178 55 0 Y
3:00 PM 1232 61 0 Y
3:15 PM 1358 67 0 Y
3:30 PM 1416 56 0 Y
3:45 PM 1463 65 0 Y
4:00 PM 1506 71 0 Y
4:15 PM 1471 82 0 Y
4:30 PM 1523 102 0 Y Y
4:45 PM 1586 106 0 Y Y
5:00 PM 1588 97 0 Y
5:15 PM 1602 87 0 Y
5:30 PM 1501 74 0 Y
5:45 PM 1382 58 0 Y
6:00 PM 1287 53 0 Y
6:15 PM 896 36 0 Y
6:30 PM 593 21 0
6:45 PM 283 9 0
7:00 PM 0 0 0
7:15 PM 0 0 0
7:30 PM 0 0 0
7:45 PM 0 0 0
8:00 PM 0 0 0
8:15 PM 0 0 0
8:30 PM 0 0 0
8:45 PM 0 0 0
9:00 PM 0 0 0
9:15 PM 0 0 0
9:30 PM 0 0 0
9:45 PM 0 0 0
10:00 PM 0 0 0
10:15 PM 0 0 0
10:30 PM 0 0 0
10:45 PM 0 0 0
11:00 PM 0 0 0
11:15 PM 0 0 0
11:30 PM 0 0 0
11:45 PM 0 0 0
2/16/2026 Warrant 3 Page 7
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met: No
Existing (2025)
Figure Start Time End Time Vehicles Pedestrians Met?
4C-6 4:00 PM 5:00 PM 1506 2 No
4C-8 (70%) N/A N/A
:Peak Hour
12:00 AM 0 0
12:15 AM 0 0
12:30 AM 0 0 Start Time End Time Vehicles Pedestrians
12:45 AM 0 0 Top Hour 4:00 PM 5:00 PM 1506 2
1:00 AM 0 0 2nd Highest Hour 6:00 PM 7:00 PM 1287 2
1:15 AM 0 0 3rd Highest Hour 2:30 PM 3:30 PM 1130 1
1:30 AM 0 0 4th Highest Hour 5:00 PM 6:00 PM 1588 0
1:45 AM 0 0
2:00 AM 0 0 Start Time End Time Vehicles Pedestrians
2:15 AM 0 0 Top Hour 4:00 PM 5:00 PM N/A 2
2:30 AM 0 0 2nd Highest Hour 6:00 PM 7:00 PM N/A 2
2:45 AM 0 0 3rd Highest Hour 2:30 PM 3:30 PM N/A 1
3:00 AM 0 0 4th Highest Hour 5:00 PM 6:00 PM N/A 0
3:15 AM 0 0
3:30 AM 0 0
3:45 AM 0 0
4:00 AM 0 0
4:15 AM 0 0
4:30 AM 0 0
4:45 AM 0 0
5:00 AM 0 0
5:15 AM 0 0
5:30 AM 0 0
5:45 AM 0 0
6:00 AM 0 0
6:15 AM 140 0
6:30 AM 313 0
6:45 AM 478 0
7:00 AM 668 0
7:15 AM 772 0
7:30 AM 870 0
7:45 AM 936 0
8:00 AM 1016 0
8:15 AM 1038 0
8:30 AM 1013 0
8:45 AM 1054 0
9:00 AM 1056 0
9:15 AM 1048 0
9:30 AM 1042 0
9:45 AM 977 0
10:00 AM 918 0
10:15 AM 901 0
10:30 AM 901 0
10:45 AM 941 0
11:00 AM 982 0
11:15 AM 977 0
11:30 AM 981 0
11:45 AM 961 0
12:00 PM 963 0
12:15 PM 959 0
12:30 PM 968 0
12:45 PM 967 0
0 Fig. 4C-7
Hour Met?
(4-Hour
70%)
Fig. 4C-8
Hour Met?
(Peak Hour
70%)
Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold.

Number of Hours That Met the 4-Hour
Criteria 4C-5 0
Top Hours for Figure 4C-7 (70% Factor)
Number of Hours That Met the 4-Hour
Criteria 4C-7 (70% Factor) N/A
Is the major street divided with a median
wide enough for pedestrians to wait? No
Is the distance to the nearest traffic control
signal or STOP sign controlling the major
street that pedestrians desire to cross less
than 300 feet?
No
Hour Interval
Beginning At
Major Street
Combined
Vehicles Per
Hour (VPH)
Total of All
Pedestrians
Crossing Major
Street
Pedestrians Per
Hour (PPH)
Fig. 4C-5
Hour Met?
(4-Hour)
Fig. 4C-6
Hour Met?
(Peak
Hour)
Top Hours for Figure 4C-5
15th Percentile Pedestrian Crossing Speed
Less than 3.5 f/s?* No
0%
Intersection Name:

Jurisdiction:

Scenario:

WARRANT 4, PEDESTRIAN VOLUME
Peak Hour
2/16/2026 Warrant 4 Page 8
Signal Warrant Tool - Copy - Copy.xlsm
Rengstorff Ave. & Wyandotte St.

City of Mountain View Warrant Met: No
Existing (2025)
Figure Start Time End Time Vehicles Pedestrians Met?
4C-6 4:00 PM 5:00 PM 1506 2 No
4C-8 (70%) N/A N/A
:Peak Hour
0 Fig. 4C-7
Hour Met?
(4-Hour
70%)
Fig. 4C-8
Hour Met?
(Peak Hour
70%)
Note: The hours plotted may not always be the "peak" hour. The hours plotted are the hours that most dramatically meet the threshold.

Number of Hours That Met the 4-Hour
Criteria 4C-5 0
Number of Hours That Met the 4-Hour
Criteria 4C-7 (70% Factor) N/A
Is the major street divided with a median
wide enough for pedestrians to wait? No
Is the distance to the nearest traffic control
signal or STOP sign controlling the major
street that pedestrians desire to cross less
than 300 feet?
No
Hour Interval
Beginning At
Major Street
Combined
Vehicles Per
Hour (VPH)
Total of All
Pedestrians
Crossing Major
Street
Pedestrians Per
Hour (PPH)
Fig. 4C-5
Hour Met?
(4-Hour)
Fig. 4C-6
Hour Met?
(Peak
Hour)
15th Percentile Pedestrian Crossing Speed
Less than 3.5 f/s?* No
0%
Intersection Name:

Jurisdiction:

Scenario:

WARRANT 4, PEDESTRIAN VOLUME
Peak Hour
1:00 PM 947 0
1:15 PM 930 0
1:30 PM 928 0
1:45 PM 973 1
2:00 PM 1016 1
2:15 PM 1087 1
2:30 PM 1130 1
2:45 PM 1178 0
3:00 PM 1232 0
3:15 PM 1358 1
3:30 PM 1416 1
3:45 PM 1463 1
4:00 PM 1506 2
4:15 PM 1471 1
4:30 PM 1523 1
4:45 PM 1586 1
5:00 PM 1588 0
5:15 PM 1602 0
5:30 PM 1501 0
5:45 PM 1382 0
6:00 PM 1287 2
6:15 PM 896 2
6:30 PM 593 2
6:45 PM 283 2
7:00 PM 0 0
7:15 PM 0 0
7:30 PM 0 0
7:45 PM 0 0
8:00 PM 0 0
8:15 PM 0 0
8:30 PM 0 0
8:45 PM 0 0
9:00 PM 0 0
9:15 PM 0 0
9:30 PM 0 0
9:45 PM 0 0
10:00 PM 0 0
10:15 PM 0 0
10:30 PM 0 0
10:45 PM 0 0
11:00 PM 0 0
11:15 PM 0 0
11:30 PM 0 0
11:45 PM 0 0
2/16/2026 Warrant 4 Page 9
Appendix E: Parking Analysis
67 Note: -1 means NO PARKING ZONE
DATE: Name:

DESCRIPTION Address
Number Street
Number of
spaces on
street
(rounded
down)
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Leghorn St
Pichanga Pumping 987 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Pichanga Pumping 927 N Rengstorff Ave 5.0 3 60% 2 40% 1 20% 2 40% Pichanga Pumping SE c901-987 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Plymouth St
housing 891 N Rengstorff Ave 1.0 3 300% 2 200% 3 300% 2 200% housing 877 N Rengstorff Ave 2.0 2 100% 2 100% 2 100% 3 150% h o u s i n g 8 6 5 N R e n g s t o r f f A v e 2132
h o u s i n g 8 6 3 N R e n g s t o r f f A v e 2222
h o u s i n g 8 4 9 N R e n g s t o r f f A v e 3332
h o u s i n g 8 4 3 N R e n g s t o r f f A v e 1122
housing 841 N Rengstorff Ave 1.0 1 100% 1 100% 2 200% 1 100% housing 839 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Colony St
h o u s i n g 8 3 5 N R e n g s t o r f f A v e 4232
h o u s i n g 8 3 3 N R e n g s t o r f f A v e 3874
rowhouses 821-833 N Rengstorff Ave 3216
housing stack 2078 Old Middlefield Way 7.0 4 57% 5 71% 5 71% 6 86% Old Middlefield Way
McDSP 2083 Old Middlefield Way -1 -100% -1 -100% -1 -100% -1 -100% H e r i t a g e P a r k 7 7 1 N R e n g s t o r f f A v e 1134 h o u s i n g 7 6 5 N R e n g s t o r f f A v e 4450
housing 725 N Rengstorff Ave 2.0 1 50% 2 100% 2 100% 3 150% housing 701 N Rengstorff Ave 4.0 2 50% 1 25% 1 25% 0 0% Rock St
housing 675 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Magnolia Square Con
d 663 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% housing 2040 W Middlefield Rd -1 -100% -1 -100% -1 -100% -1 -100% W Middlefield Rd
Alpine Meadows Apart 2035 W Middlefield Rd -1 -100% -1 -100% -1 -100% -1 -100% housing 2064 San Ramon Ave -1 -100% -1 -100% -1 -100% -1 -100% San Ramon Ave
housing 2065 San Ramon Ave -1 -100% -1 -100% -1 -100% -1 -100% h o u s i n g 4 8 7 N R e n g s t o r f f A v e 4033
h o u s i n g 4 5 3 N R e n g s t o r f f A v e 1031
Fairview Townhouse
A 4 2 9 N R e n g s t o r f f A v e 2414
housing 3010 Rialto Ct 1220
Rialto Court
housing 2067 Rialto Ct 2.0 3 150% 2 100% 2 100% 0 0%
apartment homes 413-415 Rialto Ct 4.0 4 100% 5 125% 4 100% 6 150% house 405 Rialto Ct 2.0 1 50% 2 100% 2 100% 3 150%

11.0 13.0

6.0 5.0

4.0 3.0
Weekday - Daytime
(8 AM - 6PM)
Weekday - Nightime
(3 AM)
Weekend - Daytime
(6 AM - 8 PM)
Weekend - Nightime
(12 AM - 3AM)
100%
133%
83%
60%
38%
91%
75% 125% 100%
133% 167% 133%
109% 100% 109%
38% 62% 31%
0% 100% 67%
120% 60% 80%
Note: -1 means NO PARKING ZONE
DATE: Name:

DESCRIPTION Address
Number Street
Number of
spaces on
street
(rounded
down)
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Number of Cars parked on-street
Parking Occupancy
Weekday - Daytime
(8 AM - 6PM)
Weekday - Nightime
(3 AM)
Weekend - Daytime
(6 AM - 8 PM)
Weekend - Nightime
(12 AM - 3AM)
house 405 Rialto Ct -1 -100% -1 -100% -1 -100% -1 -100% San Luis Ave
housing 2091 San Luis Ave -1 -100% -1 -100% -1 -100% -1 -100% housing 363 N Rengstorff Ave 4.0 2 50% 0 0% 3 75% 1 25% Thea Cir
housing 333-357 N Rengstorff Ave 11.0 4 36% 6 55% 5 45% 5 45% house 331 Sierra San Bruno -1 -100% -1 -100% -1 -100% -1 -100% Serra San Bruno -1 -100% -1 -100% -1 -100% -1 -100%
house 317 Sierra San Bruno -1 -100% -1 -100% -1 -100% -1 -100% MVFD Station 3 415 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Montecito Ave -1 -100% -1 -100% -1 -100% -1 -100%
housing 2091 Montecito Ave -1 -100% -1 -100% -1 -100% -1 -100% Oak View Apartments 265 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% O a k V i e w A p a r t m e n t s 2 6 5 N R e n g s t o r f f A v e 1132 housing north of drive
w 2 2 1 N R e n g s t o r f f A v e 2323
housing south of drivew 221 N Rengstorff Ave 3.0 2 67% 1 33% 3 100% 2 67% Japanese 7th Day Adve 195 N Rengstorff Ave 4.0 1 25% 1 25% 2 50% 0 0% housing 187 N Rengstorff Ave 7.0 1 14% 0 0% 2 29% 1 14% Madrone Apartments 111 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Central Expy
Rengstorff Park, Comm 201 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Parkview West Condos 255 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% apartments 2080 California St -1 -100% -1 -100% -1 -100% -1 -100% California St
El Portal Apartments 2065 California St -1 -100% -1 -100% -1 -100% -1 -100% housing 485 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% housing 491 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Birch Creek Apartmen
t 155 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Birch Creek Apartment 535 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Birch Creek Apartment555-575 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Birch Creek Apartment 577 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Lathan St Apartments 2090 Latham St -1 -100% -1 -100% -1 -100% -1 -100% Latham St
7-11 615 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Five Guys 2098 W El Camino Real -1 -100% -1 -100% -1 -100% -1 -100% ECR

7.0 43% 57% 71% 71%
Note: -1 means NO PARKING ZONE, -2 means special zone
DATE: Name:

DESCRIPTION Address
Number Street
Number
of spaces
on-street
Rounded
Down
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Leghorn St
Heartwood Window and Door 990 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Reliable Robotics 950 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Western Ballet 914 N Rengstorff Ave 5.0 4 80% 0 0% 3 60% 0 0% Windsor Preschool 908 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% house 898 N Rengstorff Ave 2.0 2 100% 1 50% 1 50% 1 50% housing 890 N Rengstorff Ave 2.0 1 50% 1 50% 3 150% 2 100% housing 888 N Rengstorff Ave 2320
housing north building 2112 Wyandotte 2124
housing south building 2112 Wyandotte -1 -100% -1 -100% -1 -100% -1 -100% Wyandotte St
house 844 N Rengstorff Ave 1.0 1 100% 1 100% 2 200% 0 0% Boom Balloon 842 N Rengstorff Ave 3323
Windrose Place north half 3233
Windrose Place south hal
f 2323
Public Storage 830 N Rengstorff Ave 4353
Salga2 Auto Repair 826 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Old Middlefield Way
Taqueria/Briyani 2105 Old Middlefield Wa y -1 -100% -1 -100% -1 -100% -1 -100% housing 792 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% housing 772 N Rengstorff Ave 3.0 1 33% 1 33% 1 33% 2 67% housing complex 768 N Rengstorff Ave 5.0 4 80% 1 20% 4 80% 6 120% housing complex 715 Astor Ct 2620
housing complex 707 Astor Ct 2221
Rock St
housing 2101 Rock St 3.0 2 67% 3 100% 3 100% 2 67%
housing 668 N Rengstorff Ave 4.0 1 25% 1 25% 2 50% 2 50% housing complex 2110 W Middlefield Rd -1 -100% -1 -100% -1 -100% -1 -100% W Middlefield Rd
Valero 584 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Safeway/Shoreline Pet Hospital 580 N Rengstorff Ave 8.0 2 25% 3 38% 2 25% 3 38% Junction Ave
housing 444 N Rengstorff Ave 3.0 1 33% 3 100% 2 67% 2 67% housing 436 N Rengstorff Ave 5.0 4 80% 1 20% 4 80% 0 0% housing 428 N Rengstorff Ave 2234
housing 424 N Rengstorff Ave 2232
Garden Terrace Townhomes 406 N Rengstorff Ave 3.0 2 67% 3 100% 2 67% 3 100% Happy Geniuses Daycare 392 N Rengstorff Ave 5.0 2 40% 3 60% 1 20% 2 40% house 2300 Jane Ln -1 -100% -1 -100% -1 -100% -1 -100%
Jane Ln
house 378 N Rengstorff Ave 1.0 0 0% 0 0% 0 0% 0 0%
house 374 N Rengstorff Ave 0000
house 370 N Rengstorff Ave 0000
house 364 N Rengstorff Ave 1022
house 358 N Rengstorff Ave 1010
house 352 N Rengstorff Ave 1.0 1 100% 2 200% 1 100% 1 100% house 346 N Rengstorff Ave 1210
house 340 N Rengstorff Ave 1113
house 334 N Rengstorff Ave 1210
house 2302 Jewell Pl 0100
Jewell Pl
house 290 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% house 284 N Rengstorff Ave 1.0 1 100% 1 100% 1 100% 1 100% house 278 N Rengstorff Ave 2020
house 272 N Rengstorff Ave 11103.0

4.0 5.0

5.0 6.0

5.0 3.0

3.0 3.0

3.0 2110-2115 Windrose Pl
Weekday - Daytime
(8 AM - 6PM)
Weekday - Nightime
(3 AM)
Weekend - Daytime
(6 AM - 8 PM)
Weekend - Nightime
(12 AM - 3AM)
100% 100% 100% 100%
120% 100% 100% 120%
120% 120% 140% 120%
67% 133% 67% 17%
80% 80% 120% 120%
67% 0% 100% 67%
67% 100% 67% 100%
0% 0% 0% 0%
33% 100% 33% 0%
100% 33% 100% 0%
Note: -1 means NO PARKING ZONE, -2 means special zone
DATE: Name:

DESCRIPTION Address
Number Street
Number
of spaces
on-street
Rounded
Down
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Number of Cars
parked on-street
Parking Occupancy
Weekday - Daytime
(8 AM - 6PM)
Weekday - Nightime
(3 AM)
Weekend - Daytime
(6 AM - 8 PM)
Weekend - Nightime
(12 AM - 3AM)
house 266 N Rengstorff Ave 1002
house 260 N Rengstorff Ave 1110
house 254 N Rengstorff Ave 3.0 1 33% 0 0% 2 67% 2 67%
Waldorf School of the Penninsula 180 N Rengstorff Ave 16.0 3 19% 0 0% 5 31% 1 6% St Athanasius Catholic Church 160 N Rengstorff Ave 8.0 1 13% 0 0% 3 38% 0 0% Rincon Sabroso Restaurant 122 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% NCFIT 122 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Shell gas station 110 N Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Central Expwy
Caltrain tracks
La Plaza Market 40 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% Leland Ave
Parking Lot 2117 Leland Ave -1 -100% -1 -100% -1 -100% -1 -100% house 118 S Rengstorff Ave 5.0 0 0% 0 0% 0 0% 0 0%
house 134 S Rengstorff Ave 1.0 1 100% 0 0% 1 100% 0 0%
house 140 S Rengstorff Ave 1210
house 162 S Rengstorff Ave 1010
house 170 S Rengstorff Ave 1212
house 2110 Stanford Ave 1000
Stanford Ave
house 204 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% house 212 S Rengstorff Ave 1.0 1 100% 1 100% 1 100% 2 200% house 220 S Rengstorff Ave 1.0 1 100% 1 100% 1 100% 0 0% house 224 S Rengstorff Ave 1.0 1 100% 1 100% 1 100% 0 0% house 228 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% house 240 S Rengstorff Ave 1.0 2 200% 1 100% 2 200% 1 100% house 256 S Rengstorff Ave 3.0 1 33% 1 33% 2 67% 2 67%
house 284 S Rengstorff Ave 2.0 1 50%
1 50% 1 50% 0 0%
house 2100 University Ave -1 -100% -1 -100% -1 -100% -1 -100% University Ave
house 2109 University Ave -1 -100% -1 -100% -1 -100% -1 -100% house 294 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% house 298 S Rengstorff Ave -1 -100% -1 -100% -1 -100% -1 -100% California St
Aviana Apartments 2101 California St -1 -100% -1 -100% -1 -100% -1 -100% Amelia townhomes 554-598 S Rengstorff Ave -2 -200% -2 -200% -2 -200% -2 -200% Latham St
apartments 2101 Latham St -1 -100% -1 -100% -1 -100% -1 -100% shuttered fast food 2100 W El Camino Real -1 -100% -1 -100% -1 -100% -1 -100% ECR

3.0 3.0

5.0 67%
67% 67% 67% 0%
40% 40% 20% 40%
67% 33% 33%