6. Exhibit D - Initial Study & Mitigated Negative Declaration No. 2023-30 — Visalia City Council, July 17, 2023 (part 3 of 3)

Intersection
Int Delay, s/veh 1.3
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 22 35 41 435 9 573 17
Future Vol, veh/h 22 35 41 435 9 573 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 26 41 48 506 10 666 20
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1045 343 686 0 506 - 0
Stage 1 696 - - - - - -
Stage 2 349 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 224 653 904 - 686 - -
Stage 1 456 - - - - - -
Stage 2 685 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 209 653 904 - 686 - -
Mov Cap-2 Maneuver 209 - - - - - -
Stage 1 432 - - - - - -
Stage 2 675 - - - - - -
Approach EB NB SB
HCM Control Delay, s 16.2 0.8 0.2

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 904 - 209 653 686 - -
HCM Lane V/C Ratio 0.053 - 0.122 0.062 0.015 - -
HCM Control Delay (s) 9.2 - 24.6 10.9 10.3 - -
HCM Lane LOS A - C B B - -
HCM 95th %tile Q(veh) 0.2 - 0.4 0.2 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 06/20/2022
Existing - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 48 0 0 77 18 429 11 18 535 25
Future Vol, veh/h 0 0 48 0 0 77 18 429 11 18 535 25
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 57 0 0 92 21 511 13 21 637 30
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 334 - - 262 667 0 0 524 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 662 0 0 737 919 - - 1039 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 662 - - 737 919 - - 1039 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 11 10.6 0.4 0.3

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 919 - - 662 737 1039 - -
HCM Lane V/C Ratio 0.023 - - 0.086 0.124 0.021 - -
HCM Control Delay (s) 9 - - 11 10.6 8.5 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0.4 0.1 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Existing - AM Synchro 11 Light Report

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Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 77 134 89 83 216 54 13 103 325 55 77 390 99 Future Volume (vph) 77 134 89 83 216 54 13 103 325 55 77 390 99 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.979 0.978 0.970
Flt Protected 0.982 0.988 0.950 0.950
Satd. Flow (prot) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Flt Permitted 0.982 0.988 0.950 0.950
Satd. Flow (perm) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 106 5 14 24
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1927 1292 1374
Travel Time (s) 12.0 29.2 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 92 160 106 99 257 64 15 123 387 65 92 464 118 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 252 106 0 420 0 0 138 452 0 92 582 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.69 0.27 1.16 0.77 0.36 0.51 0.46
Control Delay 66.5 10.1 147.9 92.4 34.2 74.6 35.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.5 10.1 147.9 92.4 34.2 74.6 35.7

LOS E B F F C E D
Approach Delay 49.8 147.9 47.8 41.0
Approach LOS D F D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.16
Intersection Signal Delay: 66.5 Intersection LOS: E
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Existing - AM Synchro 11 Light Report

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Intersection Capacity Utilization 65.9% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 06/20/2022
Existing - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 52 184 10 5 228 95 27 39 8 45 10 64
Future Vol, veh/h 52 184 10 5 228 95 27 39 8 45 10 64
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 60 214 12 6 265 110 31 45 9 52 12 74
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 375 0 0 226 0 0 485 721 214 644 623 133 Stage 1 - - - - - - 334 334 - 277 277 -
Stage 2 - - - - - - 151 387 - 367 346 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1182 - - 1341 - - 479 353 825 372 402 892 Stage 1 - - - - - - 679 642 - 707 680 -
Stage 2 - - - - - - 837 609 - 652 635 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1182 - - 1341 - - 411 334 825 316 380 892 Mov Cap-2 Maneuver - - - - - - 411 334 - 316 380 -
Stage 1 - - - - - - 644 609 - 671 677 -
Stage 2 - - - - - - 751 607 - 566 603 -
Approach EB WB NB SB
HCM Control Delay, s 1.7 0.1 15.6 13.5

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 411 372 1182 - - 1341 - - 316 755
HCM Lane V/C Ratio 0.076 0.147 0.051 - - 0.004 - - 0.166 0.114 HCM Control Delay (s) 14.5 16.3 8.2 - - 7.7 - - 18.6 10.4 HCM Lane LOS B C A - - A - - C B
HCM 95th %tile Q(veh) 0.2 0.5 0.2 - - 0 - - 0.6 0.4
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 06/20/2022
Existing - AM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 7 20 32 24 3 16
Future Vol, veh/h 7 20 32 24 3 16
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 9 26 42 32 4 21
Number of Lanes 0 1 1 0 1 1
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 2 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 2 1
HCM Control Delay 7.3 7.1 7.1

HCM LOS A A A
Lane EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 26% 0% 100% 0%
Vol Thru, % 74% 57% 0% 0%
Vol Right, % 0% 43% 0% 100%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 27 56 3 16
LT Vol 7 0 3 0
Through Vol 20 32 0 0
RT Vol 0 24 0 16
Lane Flow Rate 36 74 4 21
Geometry Grp 2 2 7 7
Degree of Util (X) 0.04 0.077 0.006 0.024
Departure Headway (Hd) 4.085 3.748 5.224 4.022
Convergence, Y/N Yes Yes Yes Yes
Cap 877 956 684 887
Service Time 2.109 1.769 2.962 1.76
HCM Lane V/C Ratio 0.041 0.077 0.006 0.024
HCM Control Delay 7.3 7.1 8 6.9
HCM Lane LOS A A A A
HCM 95th-tile Q 0.1 0.2 0 0.1
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
Existing - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 22 26 28 581 3 538 37
Future Vol, veh/h 22 26 28 581 3 538 37
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 25 30 32 660 3 611 42
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1032 327 653 0 660 - 0
Stage 1 638 - - - - - -
Stage 2 394 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 229 669 930 - 548 - -
Stage 1 488 - - - - - -
Stage 2 650 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 220 669 930 - 548 - -
Mov Cap-2 Maneuver 220 - - - - - -
Stage 1 471 - - - - - -
Stage 2 647 - - - - - -
Approach EB NB SB
HCM Control Delay, s 16.5 0.4 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 930 - 220 669 548 - -
HCM Lane V/C Ratio 0.034 - 0.114 0.044 0.006 - -
HCM Control Delay (s) 9 - 23.5 10.6 11.6 - -
HCM Lane LOS A - C B B - -
HCM 95th %tile Q(veh) 0.1 - 0.4 0.1 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 06/20/2022
Existing - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 22 0 0 25 19 561 38 44 518 21
Future Vol, veh/h 0 0 22 0 0 25 19 561 38 44 518 21
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 24 0 0 27 21 610 41 48 563 23
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 293 - - 326 586 0 0 651 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 703 0 0 670 985 - - 931 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 703 - - 670 985 - - 931 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.3 10.6 0.3 0.7

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 985 - - 703 670 931 - -
HCM Lane V/C Ratio 0.021 - - 0.034 0.041 0.051 - -
HCM Control Delay (s) 8.7 - - 10.3 10.6 9.1 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.2 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Existing - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 87 160 62 83 158 76 8 55 426 97 136 449 92 Future Volume (vph) 87 160 62 83 158 76 8 55 426 97 136 449 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.968 0.972 0.974
Flt Protected 0.983 0.987 0.950 0.950
Satd. Flow (prot) 0 1796 1553 0 1745 0 0 1736 3374 0 1736 3381 0 Flt Permitted 0.983 0.987 0.950 0.950
Satd. Flow (perm) 0 1796 1553 0 1745 0 0 1736 3374 0 1736 3381 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 76 10 21 18
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1927 1292 1374
Travel Time (s) 12.0 29.2 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 95 174 67 90 172 83 9 60 463 105 148 488 100 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 269 67 0 345 0 0 69 568 0 148 588 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.74 0.18 0.95 0.39 0.45 0.83 0.47
Control Delay 69.2 8.9 93.5 69.7 35.7 99.2 36.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.2 8.9 93.5 69.7 35.7 99.2 36.3

LOS E A F E D F D
Approach Delay 57.2 93.5 39.4 48.9
Approach LOS E F D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 54.8 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Existing - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 06/20/2022
Existing - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 79 250 19 10 218 68 28 23 8 54 15 51 Future Vol, veh/h 79 250 19 10 218 68 28 23 8 54 15 51
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 89 281 21 11 245 76 31 26 9 61 17 57
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 321 0 0 302 0 0 612 802 281 754 747 123 Stage 1 - - - - - - 459 459 - 267 267 -
Stage 2 - - - - - - 153 343 - 487 480 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1237 - - 1257 - - 391 317 757 311 341 905 Stage 1 - - - - - - 581 566 - 716 687 -
Stage 2 - - - - - - 835 637 - 561 554 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1237 - - 1257 - - 330 292 757 269 314 905 Mov Cap-2 Maneuver - - - - - - 330 292 - 269 314 -
Stage 1 - - - - - - 539 525 - 664 681 -
Stage 2 - - - - - - 756 631 - 489 514 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.3 16.8 16.3

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 330 347 1237 - - 1257 - - 269 634
HCM Lane V/C Ratio 0.095 0.1 0.072 - - 0.009 - - 0.226 0.117 HCM Control Delay (s) 17.1 16.5 8.1 - - 7.9 - - 22.2 11.4 HCM Lane LOS C C A - - A - - C B
HCM 95th %tile Q(veh) 0.3 0.3 0.2 - - 0 - - 0.8 0.4
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 06/20/2022
Existing - PM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 13 44 8 18 18 4
Future Vol, veh/h 13 44 8 18 18 4
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 15 51 9 21 21 5
Number of Lanes 0 1 1 0 1 1
Approach EB WB SB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left SB WB
Conflicting Lanes Left 2 0 1
Conflicting Approach Right SB EB
Conflicting Lanes Right 0 2 1
HCM Control Delay 7.4 6.8 7.9

HCM LOS A A A
Lane EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 23% 0% 100% 0%
Vol Thru, % 77% 31% 0% 0%
Vol Right, % 0% 69% 0% 100%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 57 26 18 4
LT Vol 13 0 18 0
Through Vol 44 8 0 0
RT Vol 0 18 0 4
Lane Flow Rate 66 30 21 5
Geometry Grp 2 2 7 7
Degree of Util (X) 0.075 0.03 0.03 0.005
Departure Headway (Hd) 4.047 3.613 5.202 4.001
Convergence, Y/N Yes Yes Yes Yes
Cap 885 987 688 892
Service Time 2.073 1.65 2.939 1.737
HCM Lane V/C Ratio 0.075 0.03 0.031 0.006
HCM Control Delay 7.4 6.8 8.1 6.8
HCM Lane LOS A A A A
HCM 95th-tile Q 0.2 0.1 0.1 0
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/08/2022
Opening - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 41 48 511 11 662 20
Future Vol, veh/h 26 41 48 511 11 662 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 30 48 56 594 13 770 23
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1217 397 793 0 594 - 0
Stage 1 808 - - - - - -
Stage 2 409 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 173 602 824 - 603 - -
Stage 1 399 - - - - - -
Stage 2 639 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 158 602 824 - 603 - -
Mov Cap-2 Maneuver 158 - - - - - -
Stage 1 372 - - - - - -
Stage 2 625 - - - - - -
Approach EB NB SB
HCM Control Delay, s 19.9 0.8 0.2

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 824 - 158 602 603 - -
HCM Lane V/C Ratio 0.068 - 0.191 0.079 0.021 - -
HCM Control Delay (s) 9.7 - 33.1 11.5 11.1 - -
HCM Lane LOS A - D B B - -
HCM 95th %tile Q(veh) 0.2 - 0.7 0.3 0.1 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/08/2022
Opening - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 56 0 0 90 21 504 13 21 629 29
Future Vol, veh/h 0 0 56 0 0 90 21 504 13 21 629 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 67 0 0 107 25 600 15 25 749 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 392 - - 308 784 0 0 615 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 607 0 0 688 830 - - 961 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 607 - - 688 830 - - 961 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 11.7 11.2 0.4 0.3

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 830 - - 607 688 961 - -
HCM Lane V/C Ratio 0.03 - - 0.11 0.156 0.026 - -
HCM Control Delay (s) 9.5 - - 11.7 11.2 8.8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.4 0.5 0.1 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening - AM Synchro 11 Light Report

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Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Future Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.979 0.978 0.970
Flt Protected 0.982 0.988 0.950 0.950
Satd. Flow (prot) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Flt Permitted 0.982 0.988 0.950 0.950
Satd. Flow (perm) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 121 5 15 24
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 182 121 113 294 74 18 140 442 75 105 531 135 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 287 121 0 481 0 0 158 517 0 105 666 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.79 0.29 1.33 0.88 0.41 0.59 0.53
Control Delay 73.0 9.8 208.8 107.9 35.7 78.2 37.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 73.0 9.8 208.8 107.9 35.7 78.2 37.4

LOS E A F F D E D
Approach Delay 54.2 208.8 52.6 43.0
Approach LOS D F D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.33
Intersection Signal Delay: 81.9 Intersection LOS: F
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening - AM Synchro 11 Light Report

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Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/08/2022
Opening - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 4.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 205 11 5 254 106 30 44 9 50 11 71 Future Vol, veh/h 58 205 11 5 254 106 30 44 9 50 11 71
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 67 238 13 6 295 123 35 51 10 58 13 83
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 418 0 0 251 0 0 538 802 238 716 692 148 Stage 1 - - - - - - 372 372 - 307 307 -
Stage 2 - - - - - - 166 430 - 409 385 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1139 - - 1313 - - 440 317 800 331 366 873 Stage 1 - - - - - - 648 618 - 679 660 -
Stage 2 - - - - - - 820 583 - 619 610 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1139 - - 1313 - - 368 297 800 270 343 873 Mov Cap-2 Maneuver - - - - - - 368 297 - 270 343 -
Stage 1 - - - - - - 610 582 - 639 657 -
Stage 2 - - - - - - 725 580 - 524 574 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.1 17.4 15

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 368 333 1139 - - 1313 - - 270 723
HCM Lane V/C Ratio 0.095 0.185 0.059 - - 0.004 - - 0.215 0.132 HCM Control Delay (s) 15.8 18.3 8.4 - - 7.8 - - 22 10.7 HCM Lane LOS C C A - - A - - C B
HCM 95th %tile Q(veh) 0.3 0.7 0.2 - - 0 - - 0.8 0.5
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/08/2022
Opening - AM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 25 0 0 40 30 0 0 0 4 0 20
Future Vol, veh/h 9 25 0 0 40 30 0 0 0 4 0 20
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 33 0 0 53 39 0 0 0 5 0 26
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.4 7.2 0 7.1

HCM LOS A A - A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 0% 26% 0% 100% 0%
Vol Thru, % 100% 74% 57% 0% 0%
Vol Right, % 0% 0% 43% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 34 70 4 20
LT Vol 0 9 0 4 0
Through Vol 0 25 40 0 0
RT Vol 0 0 30 0 20
Lane Flow Rate 0 45 92 5 26
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0 0.051 0.096 0.008 0.03
Departure Headway (Hd) 4.297 4.111 3.765 5.272 4.07
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 0 870 951 677 875
Service Time 2.355 2.142 1.793 3.02 1.818
HCM Lane V/C Ratio 0 0.052 0.097 0.007 0.03
HCM Control Delay 7.4 7.4 7.2 8.1 6.9
HCM Lane LOS N A A A A
HCM 95th-tile Q 0 0.2 0.3 0 0.1
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/08/2022
Opening - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 0 0 0 0 0 0
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 0 0 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1 0 2 1
Stage 1 - - - - 1 -
Stage 2 - - - - 1 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1622 - 1021 1084
Stage 1 - - - - 1022 -
Stage 2 - - - - 1022 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1622 - 1021 1084
Mov Cap-2 Maneuver - - - - 1021 -
Stage 1 - - - - 1022 -
Stage 2 - - - - 1022 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1622 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th TWSC
7: McAULIFF ST & A STREET 07/08/2022
Opening - AM Synchro 11 Light Report

Page 5 ends

Intersection
Int Delay, s/veh 0
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 0 0 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1 1 1 0 - 0
Stage 1 1 - - - - -
Stage 2 0 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1022 1084 1622 - - -
Stage 1 1022 - - - - -
Stage 2 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1022 1084 1622 - - -
Mov Cap-2 Maneuver 1022 - - - - -
Stage 1 1022 - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
8: McAULIFF ST & B STREET 07/08/2022
Opening - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 0 0 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1 0 0 0 0 0
Stage 1 0 - - - - -
Stage 2 1 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 1022 - - - - -
Stage 1 - - - - - -
Stage 2 1022 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1022 - - - - -
Mov Cap-2 Maneuver 1022 - - - - -
Stage 1 - - - - - -
Stage 2 1022 - - - - -
Approach WB NB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - - -
HCM 6th TWSC
9: McAULIFF ST & C STREET 07/08/2022
Opening - AM Synchro 11 Light Report

Page 7 ends

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/08/2022
Opening - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 30 33 680 4 626 43
Future Vol, veh/h 26 30 33 680 4 626 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 30 34 38 773 5 711 49
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1209 380 760 0 773 - 0
Stage 1 746 - - - - - -
Stage 2 463 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 175 618 848 - 464 - -
Stage 1 430 - - - - - -
Stage 2 600 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 165 618 848 - 464 - -
Mov Cap-2 Maneuver 165 - - - - - -
Stage 1 411 - - - - - -
Stage 2 593 - - - - - -
Approach EB NB SB
HCM Control Delay, s 20.6 0.4 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 848 - 165 618 464 - -
HCM Lane V/C Ratio 0.044 - 0.179 0.055 0.01 - -
HCM Control Delay (s) 9.4 - 31.5 11.2 12.8 - -
HCM Lane LOS A - D B B - -
HCM 95th %tile Q(veh) 0.1 - 0.6 0.2 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/08/2022
Opening - PM Synchro 11 Light Report

Page 2 ends

Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 25 0 0 29 21 632 43 49 583 24
Future Vol, veh/h 0 0 25 0 0 29 21 632 43 49 583 24
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 27 0 0 32 23 687 47 53 634 26
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 330 - - 367 660 0 0 734 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 666 0 0 630 924 - - 867 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 666 - - 630 924 - - 867 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.6 11 0.3 0.7

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 924 - - 666 630 867 - -
HCM Lane V/C Ratio 0.025 - - 0.041 0.05 0.061 - -
HCM Control Delay (s) 9 - - 10.6 11 9.4 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.2 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening - PM Synchro 11 Light Report

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Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Future Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.967 0.972 0.975
Flt Protected 0.983 0.987 0.950 0.950
Satd. Flow (prot) 0 1796 1553 0 1744 0 0 1736 3374 0 1736 3384 0 Flt Permitted 0.983 0.987 0.950 0.950
Satd. Flow (perm) 0 1796 1553 0 1744 0 0 1736 3374 0 1736 3384 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 77 10 21 18
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 109 200 77 104 198 96 10 68 534 122 171 563 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 309 77 0 398 0 0 78 656 0 171 678 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.85 0.20 1.10 0.44 0.52 0.96 0.54
Control Delay 78.6 11.2 129.2 71.4 37.4 122.1 38.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.6 11.2 129.2 71.4 37.4 122.1 38.0

LOS E B F E D F D
Approach Delay 65.1 129.2 41.0 54.9
Approach LOS E F D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.10
Intersection Signal Delay: 64.8 Intersection LOS: E
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening - PM Synchro 11 Light Report

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Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/08/2022
Opening - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 90 284 22 11 248 77 32 26 9 61 17 58 Future Vol, veh/h 90 284 22 11 248 77 32 26 9 61 17 58
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 101 319 25 12 279 87 36 29 10 69 19 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 366 0 0 344 0 0 694 911 319 856 849 140 Stage 1 - - - - - - 521 521 - 303 303 -
Stage 2 - - - - - - 173 390 - 553 546 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1191 - - 1213 - - 343 273 721 264 297 883 Stage 1 - - - - - - 538 531 - 682 663 -
Stage 2 - - - - - - 812 607 - 516 517 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1191 - - 1213 - - 279 247 721 220 269 883 Mov Cap-2 Maneuver - - - - - - 279 247 - 220 269 -
Stage 1 - - - - - - 492 486 - 624 656 -
Stage 2 - - - - - - 723 601 - 438 473 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0.3 19.4 19.6

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 279 297 1191 - - 1213 - - 220 582
HCM Lane V/C Ratio 0.129 0.132 0.085 - - 0.01 - - 0.312 0.145 HCM Control Delay (s) 19.8 19 8.3 - - 8 - - 28.6 12.2
HCM Lane LOS C C A - - A - - D B
HCM 95th %tile Q(veh) 0.4 0.5 0.3 - - 0 - - 1.3 0.5
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/08/2022
Opening - PM Synchro 11 Light Report

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Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 51 1 0 9 21 0 0 0 21 0 5
Future Vol, veh/h 15 51 1 0 9 21 0 0 0 21 0 5
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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 17 59 1 0 10 24 0 0 0 24 0 6
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.5 6.8 0 7.9

HCM LOS A A - A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 0% 22% 0% 100% 0%
Vol Thru, % 100% 76% 30% 0% 0%
Vol Right, % 0% 1% 70% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 67 30 21 5
LT Vol 0 15 0 21 0
Through Vol 0 51 9 0 0
RT Vol 0 1 21 0 5
Lane Flow Rate 0 78 35 24 6
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0 0.088 0.035 0.035 0.007
Departure Headway (Hd) 4.253 4.048 3.624 5.23 4.028
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 0 883 981 683 884
Service Time 2.312 2.081 1.67 2.974 1.772
HCM Lane V/C Ratio 0 0.088 0.036 0.035 0.007
HCM Control Delay 7.3 7.5 6.8 8.2 6.8
HCM Lane LOS N A A A A
HCM 95th-tile Q 0 0.3 0.1 0.1 0
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/08/2022
Opening - PM Synchro 11 Light Report

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HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
Opening + P - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 41 48 511 11 662 20
Future Vol, veh/h 26 41 48 527 11 710 24
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 30 48 56 613 13 826 28
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1285 427 854 0 613 - 0
Stage 1 866 - - - - - -
Stage 2 419 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 156 576 781 - 587 - -
Stage 1 372 - - - - - -
Stage 2 632 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 142 576 781 - 587 - -
Mov Cap-2 Maneuver 142 - - - - - -
Stage 1 345 - - - - - -
Stage 2 618 - - - - - -
Approach EB NB SB
HCM Control Delay, s 21.6 0.8 0.2

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 781 - 142 576 587 - -
HCM Lane V/C Ratio 0.071 - 0.213 0.083 0.022 - -
HCM Control Delay (s) 10 - 37.1 11.8 11.3 - -
HCM Lane LOS A - E B B - -
HCM 95th %tile Q(veh) 0.2 - 0.8 0.3 0.1 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 56 0 0 90 21 504 13 21 629 29
Future Vol, veh/h 0 0 56 0 0 156 21 504 29 49 681 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 67 0 0 186 25 600 35 58 811 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 423 - - 318 846 0 0 635 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 579 0 0 678 787 - - 944 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 579 - - 678 787 - - 944 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 12 12.3 0.4 0.6

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 787 - - 579 678 944 - -
HCM Lane V/C Ratio 0.032 - - 0.115 0.274 0.062 - -
HCM Control Delay (s) 9.7 - - 12 12.3 9.1 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.4 1.1 0.2 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening + P - AM Synchro 11 Light Report

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Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Future Volume (vph) 88 153 114 134 274 62 28 127 415 63 88 462 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.982 0.980 0.970
Flt Protected 0.982 0.986 0.950 0.950
Satd. Flow (prot) 0 1794 1553 0 1769 0 0 1736 3402 0 1736 3367 0 Flt Permitted 0.982 0.986 0.950 0.950
Satd. Flow (perm) 0 1794 1553 0 1769 0 0 1736 3402 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 136 5 13 23
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 182 136 160 326 74 33 151 494 75 105 550 135 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 287 136 0 560 0 0 184 569 0 105 685 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.79 0.32 1.54 1.03 0.45 0.59 0.54
Control Delay 73.0 9.5 296.0 138.6 36.2 78.2 37.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 73.0 9.5 296.0 138.6 36.2 78.2 37.9

LOS E A F F D E D
Approach Delay 52.6 296.0 61.2 43.2
Approach LOS D F E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 100
Control Type: Pretimed
Maximum v/c Ratio: 1.54
Intersection Signal Delay: 106.2 Intersection LOS: F
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
Opening + P - AM Synchro 11 Light Report

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Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
Opening + P - AM Synchro 11 Light Report

Page 3 ends

Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 205 11 5 254 106 30 44 9 50 11 71 Future Vol, veh/h 58 205 11 9 254 106 96 48 17 50 11 71 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 67 238 13 10 295 123 112 56 20 58 13 83
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 418 0 0 251 0 0 546 810 238 732 700 148 Stage 1 - - - - - - 372 372 - 315 315 -
Stage 2 - - - - - - 174 438 - 417 385 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1139 - - 1313 - - 434 313 800 323 363 873 Stage 1 - - - - - - 648 618 - 671 655 -
Stage 2 - - - - - - 811 578 - 612 610 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1139 - - 1313 - - 362 292 800 255 339 873 Mov Cap-2 Maneuver - - - - - - 362 292 - 255 339 -
Stage 1 - - - - - - 610 582 - 631 650 -
Stage 2 - - - - - - 714 573 - 508 574 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.2 18.8 15.5

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 362 350 1139 - - 1313 - - 255 721
HCM Lane V/C Ratio 0.308 0.216 0.059 - - 0.008 - - 0.228 0.132 HCM Control Delay (s) 19.3 18.1 8.4 - - 7.8 - - 23.2 10.8 HCM Lane LOS C C A - - A - - C B
HCM 95th %tile Q(veh) 1.3 0.8 0.2 - - 0 - - 0.9 0.5
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 25 0 0 40 30 0 0 0 4 0 20
Future Vol, veh/h 12 25 33 0 40 30 33 75 0 4 3 21
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 16 33 43 0 53 39 43 99 0 5 4 28
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.7 7.7 8.6 7.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 31% 17% 0% 57% 0%
Vol Thru, % 69% 36% 57% 43% 0%
Vol Right, % 0% 47% 43% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 108 70 70 7 21
LT Vol 33 12 0 4 0
Through Vol 75 25 40 3 0
RT Vol 0 33 30 0 21
Lane Flow Rate 142 92 92 9 28
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0.18 0.108 0.107 0.014 0.033
Departure Headway (Hd) 4.555 4.202 4.194 5.345 4.354
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 793 855 857 671 824
Service Time 2.555 2.219 2.211 3.063 2.072
HCM Lane V/C Ratio 0.179 0.108 0.107 0.013 0.034
HCM Control Delay 8.6 7.7 7.7 8.1 7.2
HCM Lane LOS A A A A A
HCM 95th-tile Q 0.7 0.4 0.4 0 0.1
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 2.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 33 11 1 33 33 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 36 12 1 36 36 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 48 0 80 42
Stage 1 - - - - 42 -
Stage 2 - - - - 38 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1559 - 922 1029
Stage 1 - - - - 980 -
Stage 2 - - - - 984 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1559 - 921 1029
Mov Cap-2 Maneuver - - - - 921 -
Stage 1 - - - - 980 -
Stage 2 - - - - 983 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 9

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 929 - - 1559 -
HCM Lane V/C Ratio 0.042 - - 0.001 -
HCM Control Delay (s) 9 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
HCM 6th TWSC
7: McAULIFF ST & A STREET 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 2.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 36 0 0 72 24 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 39 0 0 78 26 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 111 33 39 0 - 0
Stage 1 33 - - - - -
Stage 2 78 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 886 1041 1571 - - -
Stage 1 989 - - - - -
Stage 2 945 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 886 1041 1571 - - -
Mov Cap-2 Maneuver 886 - - - - -
Stage 1 989 - - - - -
Stage 2 945 - - - - -
Approach EB NB SB
HCM Control Delay, s 9.3 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1571 - 886 - -
HCM Lane V/C Ratio - - 0.044 - -
HCM Control Delay (s) 0 - 9.3 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
HCM 6th TWSC
8: McAULIFF ST & B STREET 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 4.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 0 36 36 0 12 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 39 39 0 13 13
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 78 39 0 0 39 0
Stage 1 39 - - - - -
Stage 2 39 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 925 1033 - - 1571 -
Stage 1 983 - - - - -
Stage 2 983 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 918 1033 - - 1571 -
Mov Cap-2 Maneuver 918 - - - - -
Stage 1 983 - - - - -
Stage 2 975 - - - - -
Approach WB NB SB
HCM Control Delay, s 8.6 0 3.7

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1033 1571 -
HCM Lane V/C Ratio - - 0.038 0.008 -
HCM Control Delay (s) - - 8.6 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
HCM 6th TWSC
9: McAULIFF ST & C STREET 07/07/2022
Opening + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 6.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 36 0 0 0 0 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 39 0 0 0 0 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 7 7 13 0 - 0
Stage 1 7 - - - - -
Stage 2 0 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1014 1075 1606 - - -
Stage 1 1016 - - - - -
Stage 2 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1014 1075 1606 - - -
Mov Cap-2 Maneuver 1014 - - - - -
Stage 1 1016 - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1606 - 1014 - -
HCM Lane V/C Ratio - - 0.039 - -
HCM Control Delay (s) 0 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
Opening + P - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 30 33 680 4 626 43
Future Vol, veh/h 30 30 33 736 4 658 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 34 34 38 836 5 748 49
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1277 399 797 0 836 - 0
Stage 1 783 - - - - - -
Stage 2 494 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 158 601 821 - 423 - -
Stage 1 411 - - - - - -
Stage 2 579 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 149 601 821 - 423 - -
Mov Cap-2 Maneuver 149 - - - - - -
Stage 1 392 - - - - - -
Stage 2 572 - - - - - -
Approach EB NB SB
HCM Control Delay, s 23.8 0.4 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 821 - 149 601 423 - -
HCM Lane V/C Ratio 0.046 - 0.229 0.057 0.011 - -
HCM Control Delay (s) 9.6 - 36.2 11.4 13.6 - -
HCM Lane LOS A - E B B - -
HCM 95th %tile Q(veh) 0.1 - 0.8 0.2 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
Opening + P - PM Synchro 11 Light Report

Page 2 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 25 0 0 29 21 632 43 49 583 24
Future Vol, veh/h 0 0 25 0 0 71 21 632 103 137 615 24
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 27 0 0 77 23 687 112 149 668 26
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 347 - - 400 694 0 0 799 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 649 0 0 600 897 - - 819 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 649 - - 600 897 - - 819 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.8 11.9 0.3 1.8

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 897 - - 649 600 819 - -
HCM Lane V/C Ratio 0.025 - - 0.042 0.129 0.182 - -
HCM Control Delay (s) 9.1 - - 10.8 11.9 10.4 - -
HCM Lane LOS A - - B B B - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0.7 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
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Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Future Volume (vph) 100 184 111 120 200 88 17 69 519 112 157 566 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.971 0.973 0.976
Flt Protected 0.983 0.986 0.950 0.950
Satd. Flow (prot) 0 1796 1553 0 1749 0 0 1736 3377 0 1736 3388 0 Flt Permitted 0.983 0.986 0.950 0.950
Satd. Flow (perm) 0 1796 1553 0 1749 0 0 1736 3377 0 1736 3388 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 121 8 19 16
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 109 200 121 130 217 96 18 75 564 122 171 615 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 309 121 0 443 0 0 93 686 0 171 730 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.85 0.29 1.22 0.52 0.54 0.96 0.58
Control Delay 78.6 9.7 170.7 74.8 38.1 122.1 39.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.6 9.7 170.7 74.8 38.1 122.1 39.2

LOS E A F E D F D
Approach Delay 59.2 170.7 42.5 54.9
Approach LOS E F D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.22
Intersection Signal Delay: 71.9 Intersection LOS: E
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
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Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
Opening + P - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 6.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 90 284 22 11 248 77 32 26 9 61 17 58 Future Vol, veh/h 90 284 22 19 248 77 74 26 13 61 21 58 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 101 319 25 21 279 87 83 29 15 69 24 65
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 366 0 0 344 0 0 715 929 319 877 867 140 Stage 1 - - - - - - 521 521 - 321 321 -
Stage 2 - - - - - - 194 408 - 556 546 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1191 - - 1213 - - 332 267 721 255 290 883 Stage 1 - - - - - - 538 531 - 666 651 -
Stage 2 - - - - - - 790 596 - 515 517 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1191 - - 1213 - - 265 240 721 209 261 883 Mov Cap-2 Maneuver - - - - - - 265 240 - 209 261 -
Stage 1 - - - - - - 492 486 - 609 640 -
Stage 2 - - - - - - 693 586 - 434 473 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0.4 22.6 20.6

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 265 309 1191 - - 1213 - - 209 541
HCM Lane V/C Ratio 0.314 0.142 0.085 - - 0.018 - - 0.328 0.164 HCM Control Delay (s) 24.7 18.6 8.3 - - 8 - - 30.4 13
HCM Lane LOS C C A - - A - - D B
HCM 95th %tile Q(veh) 1.3 0.5 0.3 - - 0.1 - - 1.4 0.6
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
Opening + P - PM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 51 1 0 9 21 0 0 0 21 0 5
Future Vol, veh/h 16 51 112 0 9 21 21 45 0 21 9 8
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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 19 59 130 0 10 24 24 52 0 24 10 9
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 8.1 7.2 8.2 8.2

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 32% 9% 0% 70% 0%
Vol Thru, % 68% 28% 30% 30% 0%
Vol Right, % 0% 63% 70% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 66 179 30 30 8
LT Vol 21 16 0 21 0
Through Vol 45 51 9 9 0
RT Vol 0 112 21 0 8
Lane Flow Rate 77 208 35 35 9
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0.099 0.226 0.039 0.053 0.011
Departure Headway (Hd) 4.661 3.915 4.017 5.459 4.404
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 771 922 894 658 815
Service Time 2.676 1.921 2.029 3.175 2.119
HCM Lane V/C Ratio 0.1 0.226 0.039 0.053 0.011
HCM Control Delay 8.2 8.1 7.2 8.5 7.2
HCM Lane LOS A A A A A
HCM 95th-tile Q 0.3 0.9 0.1 0.2 0
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/07/2022
Opening + P - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 111 37 3 21 21 1
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 121 40 3 23 23 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 161 0 170 141
Stage 1 - - - - 141 -
Stage 2 - - - - 29 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1418 - 820 907
Stage 1 - - - - 886 -
Stage 2 - - - - 994 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1418 - 818 907
Mov Cap-2 Maneuver - - - - 818 -
Stage 1 - - - - 886 -
Stage 2 - - - - 992 -
Approach EB WB NB
HCM Control Delay, s 0 0.9 9.5

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 822 - - 1418 -
HCM Lane V/C Ratio 0.029 - - 0.002 -
HCM Control Delay (s) 9.5 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
HCM 6th TWSC
7: McAULIFF ST & A STREET 07/07/2022
Opening + P - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 22 0 0 44 80 40
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 24 0 0 48 87 43
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 157 109 130 0 - 0
Stage 1 109 - - - - -
Stage 2 48 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 834 945 1455 - - -
Stage 1 916 - - - - -
Stage 2 974 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 834 945 1455 - - -
Mov Cap-2 Maneuver 834 - - - - -
Stage 1 916 - - - - -
Stage 2 974 - - - - -
Approach EB NB SB
HCM Control Delay, s 9.4 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1455 - 834 - -
HCM Lane V/C Ratio - - 0.029 - -
HCM Control Delay (s) 0 - 9.4 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
HCM 6th TWSC
8: McAULIFF ST & B STREET 07/07/2022
Opening + P - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 3.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 0 22 22 0 40 40
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 24 24 0 43 43
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 153 24 0 0 24 0
Stage 1 24 - - - - -
Stage 2 129 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 839 1052 - - 1591 -
Stage 1 999 - - - - -
Stage 2 897 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 816 1052 - - 1591 -
Mov Cap-2 Maneuver 816 - - - - -
Stage 1 999 - - - - -
Stage 2 872 - - - - -
Approach WB NB SB
HCM Control Delay, s 8.5 0 3.7

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1052 1591 -
HCM Lane V/C Ratio - - 0.023 0.027 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -
HCM 6th TWSC
9: McAULIFF ST & C STREET 07/07/2022
Opening + P - PM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 3.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0
Future Vol, veh/h 22 0 0 0 0 40
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 24 0 0 0 0 43
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 22 22 43 0 - 0
Stage 1 22 - - - - -
Stage 2 0 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 995 1055 1566 - - -
Stage 1 1001 - - - - -
Stage 2 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 995 1055 1566 - - -
Mov Cap-2 Maneuver 995 - - - - -
Stage 1 1001 - - - - -
Stage 2 - - - - - -
Approach EB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1566 - 995 - -
HCM Lane V/C Ratio - - 0.024 - -
HCM Control Delay (s) 0 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 27 43 51 540 11 701 21
Future Vol, veh/h 27 43 51 540 11 701 21
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 31 50 59 628 13 815 24
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1285 420 839 0 628 - 0
Stage 1 853 - - - - - -
Stage 2 432 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 156 582 791 - 574 - -
Stage 1 378 - - - - - -
Stage 2 622 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 141 582 791 - 574 - -
Mov Cap-2 Maneuver 141 - - - - - -
Stage 1 350 - - - - - -
Stage 2 608 - - - - - -
Approach EB NB SB
HCM Control Delay, s 21.8 0.9 0.2

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 791 - 141 582 574 - -
HCM Lane V/C Ratio 0.075 - 0.223 0.086 0.022 - -
HCM Control Delay (s) 9.9 - 37.7 11.8 11.4 - -
HCM Lane LOS A - E B B - -
HCM 95th %tile Q(veh) 0.2 - 0.8 0.3 0.1 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 59 0 0 95 22 530 14 22 661 31
Future Vol, veh/h 0 0 59 0 0 95 22 530 14 22 661 31
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 70 0 0 113 26 631 17 26 787 37
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 412 - - 324 824 0 0 648 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 589 0 0 672 802 - - 934 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 589 - - 672 802 - - 934 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 11.9 11.4 0.4 0.3

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 802 - - 589 672 934 - -
HCM Lane V/C Ratio 0.033 - - 0.119 0.168 0.028 - -
HCM Control Delay (s) 9.6 - - 11.9 11.4 9 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.4 0.6 0.1 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Future Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.979 0.978 0.970
Flt Protected 0.982 0.988 0.950 0.950
Satd. Flow (prot) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Flt Permitted 0.982 0.988 0.950 0.950
Satd. Flow (perm) 0 1794 1553 0 1767 0 0 1736 3395 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 130 5 14 24
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 112 195 130 120 314 79 19 150 473 80 112 568 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 307 130 0 513 0 0 169 553 0 112 712 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.84 0.31 1.41 0.94 0.44 0.63 0.57
Control Delay 78.3 9.6 243.5 119.8 36.4 80.6 38.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.3 9.6 243.5 119.8 36.4 80.6 38.4

LOS E A F F D F D
Approach Delay 57.8 243.5 55.9 44.1
Approach LOS E F E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.41
Intersection Signal Delay: 90.9 Intersection LOS: F
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year - AM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 213 12 5 264 110 31 45 9 52 12 74 Future Vol, veh/h 60 213 12 5 264 110 31 45 9 52 12 74
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 70 248 14 6 307 128 36 52 10 60 14 86
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 435 0 0 262 0 0 561 835 248 745 721 154 Stage 1 - - - - - - 388 388 - 319 319 -
Stage 2 - - - - - - 173 447 - 426 402 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1123 - - 1301 - - 424 303 790 316 353 865 Stage 1 - - - - - - 635 608 - 668 652 -
Stage 2 - - - - - - 812 573 - 606 600 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1123 - - 1301 - - 351 283 790 254 329 865 Mov Cap-2 Maneuver - - - - - - 351 283 - 254 329 -
Stage 1 - - - - - - 596 570 - 627 649 -
Stage 2 - - - - - - 712 570 - 509 563 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.1 18.1 15.6

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 351 317 1123 - - 1301 - - 254 705
HCM Lane V/C Ratio 0.103 0.198 0.062 - - 0.004 - - 0.238 0.142 HCM Control Delay (s) 16.4 19.1 8.4 - - 7.8 - - 23.5 10.9 HCM Lane LOS C C A - - A - - C B
HCM 95th %tile Q(veh) 0.3 0.7 0.2 - - 0 - - 0.9 0.5
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 26 0 0 42 31 0 0 0 4 0 21
Future Vol, veh/h 9 26 0 0 42 31 0 0 0 4 0 21
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 34 0 0 55 41 0 0 0 5 0 28
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.4 7.2 0 7.2

HCM LOS A A - A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 0% 26% 0% 100% 0%
Vol Thru, % 100% 74% 58% 0% 0%
Vol Right, % 0% 0% 42% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 35 73 4 21
LT Vol 0 9 0 4 0
Through Vol 0 26 42 0 0
RT Vol 0 0 31 0 21
Lane Flow Rate 0 46 96 5 28
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0 0.053 0.101 0.008 0.031
Departure Headway (Hd) 4.307 4.116 3.772 5.28 4.078
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 0 869 949 675 872
Service Time 2.369 2.147 1.799 3.034 1.831
HCM Lane V/C Ratio 0 0.053 0.101 0.007 0.032
HCM Control Delay 7.4 7.4 7.2 8.1 7
HCM Lane LOS N A A A A
HCM 95th-tile Q 0 0.2 0.3 0 0.1
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/06/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
8: B STREET & McAULIFF ST 07/06/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
5-Year - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 31 34 695 4 640 44
Future Vol, veh/h 26 31 34 695 4 640 44
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 30 35 39 790 5 727 50
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1235 389 777 0 790 - 0
Stage 1 762 - - - - - -
Stage 2 473 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 169 610 835 - 453 - -
Stage 1 421 - - - - - -
Stage 2 593 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 159 610 835 - 453 - -
Mov Cap-2 Maneuver 159 - - - - - -
Stage 1 401 - - - - - -
Stage 2 586 - - - - - -
Approach EB NB SB
HCM Control Delay, s 21.1 0.4 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 835 - 159 610 453 - -
HCM Lane V/C Ratio 0.046 - 0.186 0.058 0.01 - -
HCM Control Delay (s) 9.5 - 32.7 11.3 13 - -
HCM Lane LOS A - D B B - -
HCM 95th %tile Q(veh) 0.1 - 0.7 0.2 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
5-Year - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 26 0 0 31 22 662 45 52 611 25
Future Vol, veh/h 0 0 26 0 0 31 22 662 45 52 611 25
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 28 0 0 34 24 720 49 57 664 27
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 346 - - 385 691 0 0 769 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 650 0 0 613 900 - - 841 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 650 - - 613 900 - - 841 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.8 11.2 0.3 0.7

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 900 - - 650 613 841 - -
HCM Lane V/C Ratio 0.027 - - 0.043 0.055 0.067 - -
HCM Control Delay (s) 9.1 - - 10.8 11.2 9.6 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.2 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Future Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.968 0.972 0.974
Flt Protected 0.983 0.987 0.950 0.950
Satd. Flow (prot) 0 1796 1553 0 1745 0 0 1736 3374 0 1736 3381 0 Flt Permitted 0.983 0.987 0.950 0.950
Satd. Flow (perm) 0 1796 1553 0 1745 0 0 1736 3374 0 1736 3381 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 84 9 21 18
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 118 217 84 113 214 103 11 75 578 132 185 609 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 335 84 0 430 0 0 86 710 0 185 734 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.92 0.22 1.19 0.48 0.56 1.03 0.58
Control Delay 88.5 10.9 159.1 73.1 38.5 139.8 39.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 88.5 10.9 159.1 73.1 38.5 139.8 39.2

LOS F B F E D F D
Approach Delay 73.0 159.1 42.2 59.4
Approach LOS E F D E
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 73.0 Intersection LOS: E
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
5-Year - PM Synchro 11 Light Report

Page 1 ends

Intersection
Int Delay, s/veh 5.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 97 307 23 13 267 83 34 28 10 66 18 63 Future Vol, veh/h 97 307 23 13 267 83 34 28 10 66 18 63 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 109 345 26 15 300 93 38 31 11 74 20 71
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 393 0 0 371 0 0 753 986 345 927 919 150 Stage 1 - - - - - - 563 563 - 330 330 -
Stage 2 - - - - - - 190 423 - 597 589 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1164 - - 1186 - - 312 247 697 236 270 870 Stage 1 - - - - - - 510 508 - 658 645 -
Stage 2 - - - - - - 794 587 - 489 495 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1164 - - 1186 - - 247 221 697 191 241 870 Mov Cap-2 Maneuver - - - - - - 247 221 - 191 241 -
Stage 1 - - - - - - 462 460 - 596 637 -
Stage 2 - - - - - - 697 579 - 406 448 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0.3 21.5 22.9

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 247 269 1164 - - 1186 - - 191 551
HCM Lane V/C Ratio 0.155 0.159 0.094 - - 0.012 - - 0.388 0.165 HCM Control Delay (s) 22.2 20.9 8.4 - - 8.1 - - 35.3 12.8 HCM Lane LOS C C A - - A - - E B
HCM 95th %tile Q(veh) 0.5 0.6 0.3 - - 0 - - 1.7 0.6
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
5-Year - PM Synchro 11 Light Report

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Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 55 0 0 10 22 0 0 0 22 0 5
Future Vol, veh/h 16 55 0 0 10 22 0 0 0 22 0 5
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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 19 64 0 0 12 26 0 0 0 26 0 6
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.5 6.8 0 7.9

HCM LOS A A - A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 0% 23% 0% 100% 0%
Vol Thru, % 100% 77% 31% 0% 0%
Vol Right, % 0% 0% 69% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 71 32 22 5
LT Vol 0 16 0 22 0
Through Vol 0 55 10 0 0
RT Vol 0 0 22 0 5
Lane Flow Rate 0 83 37 26 6
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0 0.093 0.038 0.037 0.007
Departure Headway (Hd) 4.266 4.061 3.637 5.241 4.039
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 0 880 977 681 881
Service Time 2.329 2.097 1.685 2.99 1.787
HCM Lane V/C Ratio 0 0.094 0.038 0.038 0.007
HCM Control Delay 7.3 7.5 6.8 8.2 6.8
HCM Lane LOS N A A A A
HCM 95th-tile Q 0 0.3 0.1 0.1 0
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/06/2022
5-Year - PM Synchro 11 Light Report

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HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
8: B STREET & McAULIFF ST 07/06/2022
5-Year - PM Synchro 11 Light Report

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HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1622 - - - -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - 0 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - - - -
HCM 6th TWSC
1: LOVERS LANE & K AVE 07/07/2022
5-Year + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 27 43 51 540 11 701 21
Future Vol, veh/h 27 43 51 556 11 749 25
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 31 50 59 647 13 871 29
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1354 450 900 0 647 - 0
Stage 1 912 - - - - - -
Stage 2 442 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 141 556 751 - 558 - -
Stage 1 352 - - - - - -
Stage 2 615 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 127 556 751 - 558 - -
Mov Cap-2 Maneuver 127 - - - - - -
Stage 1 324 - - - - - -
Stage 2 601 - - - - - -
Approach EB NB SB
HCM Control Delay, s 23.8 0.9 0.2

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 751 - 127 556 558 - -
HCM Lane V/C Ratio 0.079 - 0.247 0.09 0.023 - -
HCM Control Delay (s) 10.2 - 42.4 12.1 11.6 - -
HCM Lane LOS B - E B B - -
HCM 95th %tile Q(veh) 0.3 - 0.9 0.3 0.1 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
5-Year + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 59 0 0 95 22 530 14 22 661 31
Future Vol, veh/h 0 0 59 0 0 161 22 530 30 50 713 31
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 70 0 0 192 26 631 36 60 849 37
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 443 - - 334 886 0 0 667 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 562 0 0 662 760 - - 919 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 562 - - 662 760 - - 919 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 12.3 12.6 0.4 0.6

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 760 - - 562 662 919 - -
HCM Lane V/C Ratio 0.034 - - 0.125 0.29 0.065 - -
HCM Control Delay (s) 9.9 - - 12.3 12.6 9.2 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.4 1.2 0.2 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year + P - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Future Volume (vph) 94 164 121 140 291 66 29 135 441 67 94 493 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.982 0.980 0.970
Flt Protected 0.982 0.986 0.950 0.950
Satd. Flow (prot) 0 1794 1553 0 1769 0 0 1736 3402 0 1736 3367 0 Flt Permitted 0.982 0.986 0.950 0.950
Satd. Flow (perm) 0 1794 1553 0 1769 0 0 1736 3402 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 144 5 13 23
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 112 195 144 167 346 79 35 161 525 80 112 587 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 307 144 0 592 0 0 196 605 0 112 731 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.84 0.33 1.63 1.09 0.48 0.63 0.58
Control Delay 78.3 9.4 332.5 154.7 36.9 80.6 38.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.3 9.4 332.5 154.7 36.9 80.6 38.8

LOS E A F F D F D
Approach Delay 56.3 332.5 65.7 44.4
Approach LOS E F E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 120
Control Type: Pretimed
Maximum v/c Ratio: 1.63
Intersection Signal Delay: 116.2 Intersection LOS: F
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year + P - AM Synchro 11 Light Report

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Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
5-Year + P - AM Synchro 11 Light Report

Page 3 ends

Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 213 12 5 264 110 31 45 9 52 12 74 Future Vol, veh/h 60 213 12 9 264 110 97 49 17 52 12 74 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 70 248 14 10 307 128 113 57 20 60 14 86
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 435 0 0 262 0 0 569 843 248 761 729 154 Stage 1 - - - - - - 388 388 - 327 327 -
Stage 2 - - - - - - 181 455 - 434 402 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1123 - - 1301 - - 419 300 790 308 349 865 Stage 1 - - - - - - 635 608 - 660 647 -
Stage 2 - - - - - - 804 568 - 600 600 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1123 - - 1301 - - 346 279 790 240 325 865 Mov Cap-2 Maneuver - - - - - - 346 279 - 240 325 -
Stage 1 - - - - - - 596 570 - 619 642 -
Stage 2 - - - - - - 703 563 - 494 563 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.2 19.8 16.3

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 346 335 1123 - - 1301 - - 240 702
HCM Lane V/C Ratio 0.326 0.229 0.062 - - 0.008 - - 0.252 0.142 HCM Control Delay (s) 20.4 18.9 8.4 - - 7.8 - - 25 11
HCM Lane LOS C C A - - A - - D B
HCM 95th %tile Q(veh) 1.4 0.9 0.2 - - 0 - - 1 0.5
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
5-Year + P - AM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 26 0 0 42 31 0 0 0 4 0 21
Future Vol, veh/h 12 26 33 0 42 31 33 75 0 4 3 22
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 16 34 43 0 55 41 43 99 0 5 4 29
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 7.7 7.7 8.6 7.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 31% 17% 0% 57% 0%
Vol Thru, % 69% 37% 58% 43% 0%
Vol Right, % 0% 46% 42% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 108 71 73 7 22
LT Vol 33 12 0 4 0
Through Vol 75 26 42 3 0
RT Vol 0 33 31 0 22
Lane Flow Rate 142 93 96 9 29
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0.18 0.109 0.112 0.014 0.035
Departure Headway (Hd) 4.569 4.215 4.204 5.358 4.367
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 790 852 855 670 822
Service Time 2.569 2.23 2.218 3.075 2.084
HCM Lane V/C Ratio 0.18 0.109 0.112 0.013 0.035
HCM Control Delay 8.6 7.7 7.7 8.2 7.2
HCM Lane LOS A A A A A
HCM 95th-tile Q 0.7 0.4 0.4 0 0.1
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/07/2022
5-Year + P - AM Synchro 11 Light Report

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Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 31 34 695 4 640 44
Future Vol, veh/h 30 31 34 751 4 672 44
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 290 320 - 100 - -
Veh in Median Storage, # 0 - - 0 - 0 -
Grade, % 0 - - 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 34 35 39 853 5 764 50
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1304 407 814 0 853 - 0
Stage 1 799 - - - - - -
Stage 2 505 - - - - - -
Critical Hdwy 6.84 6.94 4.14 - 6.44 - -
Critical Hdwy Stg 1 5.84 - - - - - -
Critical Hdwy Stg 2 5.84 - - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - 2.52 - -
Pot Cap-1 Maneuver 152 593 809 - 413 - -
Stage 1 403 - - - - - -
Stage 2 571 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 143 593 809 - 413 - -
Mov Cap-2 Maneuver 143 - - - - - -
Stage 1 384 - - - - - -
Stage 2 564 - - - - - -
Approach EB NB SB
HCM Control Delay, s 24.5 0.4 0.1

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBU SBT SBR
Capacity (veh/h) 809 - 143 593 413 - -
HCM Lane V/C Ratio 0.048 - 0.238 0.059 0.011 - -
HCM Control Delay (s) 9.7 - 37.9 11.5 13.8 - -
HCM Lane LOS A - E B B - -
HCM 95th %tile Q(veh) 0.1 - 0.9 0.2 0 - -
HCM 6th TWSC
2: LOVERS LANE & CHERRY AVE 07/07/2022
5-Year + P - PM Synchro 11 Light Report

Page 2 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 26 0 0 31 22 662 45 52 611 25
Future Vol, veh/h 0 0 26 0 0 73 22 662 105 140 643 25
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 85 - - 95 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 28 0 0 79 24 720 114 152 699 27
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 363 - - 417 726 0 0 834 0 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 6.94 - - 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.32 - - 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 0 0 634 0 0 585 873 - - 795 - -
Stage 1 0 0 - 0 0 - - - - - - -
Stage 2 0 0 - 0 0 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 634 - - 585 873 - - 795 - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.9 12.1 0.3 1.8

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 873 - - 634 585 795 - -
HCM Lane V/C Ratio 0.027 - - 0.045 0.136 0.191 - -
HCM Control Delay (s) 9.2 - - 10.9 12.1 10.6 - -
HCM Lane LOS A - - B B B - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.5 0.7 - -
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year + P - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Future Volume (vph) 109 200 117 128 215 95 18 75 560 121 170 608 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 666 0 0 210 100 245 50
Storage Lanes 0 1 0 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.971 0.973 0.976
Flt Protected 0.983 0.986 0.950 0.950
Satd. Flow (prot) 0 1796 1553 0 1749 0 0 1736 3377 0 1736 3388 0 Flt Permitted 0.983 0.986 0.950 0.950
Satd. Flow (perm) 0 1796 1553 0 1749 0 0 1736 3377 0 1736 3388 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 127 8 19 16
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 2649 1292 1374
Travel Time (s) 12.0 40.1 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 118 217 127 139 234 103 20 82 609 132 185 661 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 335 127 0 476 0 0 102 741 0 185 786 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Perm Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases 4
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 15.5 55.5 15.5 55.5
Actuated g/C Ratio 0.20 0.20 0.20 0.10 0.37 0.10 0.37
v/c Ratio 0.92 0.31 1.31 0.57 0.59 1.03 0.62
Control Delay 88.5 9.7 204.7 77.3 39.3 139.8 40.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 88.5 9.7 204.7 77.3 39.3 139.8 40.4

LOS F A F E D F D
Approach Delay 66.9 204.7 43.9 59.4
Approach LOS E F D E
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.31
Intersection Signal Delay: 81.0 Intersection LOS: F
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/11/2022
5-Year + P - PM Synchro 11 Light Report

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Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

HCM 6th TWSC
4: McAULIFF ST & WALNUT AVE 07/07/2022
5-Year + P - PM Synchro 11 Light Report

Page 3 ends

Intersection
Int Delay, s/veh 7.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 97 307 23 13 267 83 34 28 10 66 18 63 Future Vol, veh/h 97 307 23 21 267 83 76 28 14 66 22 63 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 325 - 100 336 - 50 260 - - 230 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 109 345 26 24 300 93 85 31 16 74 25 71
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 393 0 0 371 0 0 774 1004 345 948 937 150 Stage 1 - - - - - - 563 563 - 348 348 -
Stage 2 - - - - - - 211 441 - 600 589 -
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - - - - - - 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1164 - - 1186 - - 302 241 697 228 264 870 Stage 1 - - - - - - 510 508 - 642 633 -
Stage 2 - - - - - - 772 576 - 487 495 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1164 - - 1186 - - 233 214 697 181 234 870 Mov Cap-2 Maneuver - - - - - - 233 214 - 181 234 -
Stage 1 - - - - - - 462 460 - 582 620 -
Stage 2 - - - - - - 667 564 - 402 448 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0.5 26.1 24.3

HCM LOS D C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 233 278 1164 - - 1186 - - 181 511
HCM Lane V/C Ratio 0.366 0.17 0.094 - - 0.02 - - 0.41 0.187 HCM Control Delay (s) 29.1 20.6 8.4 - - 8.1 - - 38 13.7 HCM Lane LOS D C A - - A - - E B
HCM 95th %tile Q(veh) 1.6 0.6 0.3 - - 0.1 - - 1.8 0.7
HCM 6th AWSC
5: CHERRY AVE & McAULIFF ST 07/07/2022
5-Year + P - PM Synchro 11 Light Report

Page 1 ends

Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 55 0 0 10 22 0 0 0 22 0 5
Future Vol, veh/h 17 55 111 0 10 22 21 45 0 22 9 8
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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 64 129 0 12 26 24 52 0 26 10 9
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 1
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 2 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 2 1 1
HCM Control Delay 8.1 7.2 8.2 8.2

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2
Vol Left, % 32% 9% 0% 71% 0%
Vol Thru, % 68% 30% 31% 29% 0%
Vol Right, % 0% 61% 69% 0% 100%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 66 183 32 31 8
LT Vol 21 17 0 22 0
Through Vol 45 55 10 9 0
RT Vol 0 111 22 0 8
Lane Flow Rate 77 213 37 36 9
Geometry Grp 5 2 2 7 7
Degree of Util (X) 0.1 0.232 0.042 0.055 0.011
Departure Headway (Hd) 4.678 3.933 4.034 5.48 4.419
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 768 917 890 655 812
Service Time 2.695 1.942 2.048 3.198 2.137
HCM Lane V/C Ratio 0.1 0.232 0.042 0.055 0.011
HCM Control Delay 8.2 8.1 7.2 8.5 7.2
HCM Lane LOS A A A A A
HCM 95th-tile Q 0.3 0.9 0.1 0.2 0
HCM 6th TWSC
6: 2ND ST & CHERRY AVE 07/07/2022
5-Year + P - PM Synchro 11 Light Report

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Provost & Pritchard Consulting Group • 7/15/22 Appendix-D-1

Appendix D – Synchro
Mitigated Analysis Reports

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Future Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.940 0.970 0.978 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3263 0 1736 3367 0 0 1736 3395 0 1736 3367 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3263 0 1736 3367 0 0 1736 3395 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 96 19 15 24
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 182 121 113 294 74 18 140 442 75 105 531 135 Shared Lane Traffic (%)
Lane Group Flow (vph) 105 303 0 113 368 0 0 158 517 0 105 666 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.30 0.41 0.32 0.53 0.88 0.41 0.59 0.53
Control Delay 53.4 36.8 53.9 53.6 107.9 35.7 78.2 37.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.4 36.8 53.9 53.6 107.9 35.7 78.2 37.4

LOS D D D D F D E D
Approach Delay 41.1 53.6 52.6 43.0
Approach LOS D D D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 47.6 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening - AM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Future Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.958 0.951 0.972 0.975
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3325 0 1736 3301 0 0 1736 3374 0 1736 3384 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3325 0 1736 3301 0 0 1736 3374 0 1736 3384 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 34 49 21 18
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 109 200 77 104 198 96 10 68 534 122 171 563 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 109 277 0 104 294 0 0 78 656 0 171 678 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.31 0.39 0.30 0.41 0.44 0.52 0.96 0.54
Control Delay 53.7 47.1 53.4 45.0 71.4 37.4 122.1 38.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.7 47.1 53.4 45.0 71.4 37.4 122.1 38.0

LOS D D D D E D F D
Approach Delay 48.9 47.2 41.0 54.9
Approach LOS D D D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 48.3 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening + P - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 88 153 102 95 247 62 15 118 371 63 88 446 113 Future Volume (vph) 88 153 114 134 274 62 28 127 415 63 88 462 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.936 0.972 0.980 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3249 0 1736 3374 0 0 1736 3402 0 1736 3367 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3249 0 1736 3374 0 0 1736 3402 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 114 16 13 23
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 182 136 160 326 74 33 151 494 75 105 550 135 Shared Lane Traffic (%)
Lane Group Flow (vph) 105 318 0 160 400 0 0 184 569 0 105 685 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.30 0.42 0.45 0.57 1.03 0.45 0.59 0.54
Control Delay 53.4 34.7 57.3 55.4 138.6 36.2 78.2 37.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.4 34.7 57.3 55.4 138.6 36.2 78.2 37.9

LOS D C E E F D E D
Approach Delay 39.4 55.9 61.2 43.2
Approach LOS D E E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 50.8 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening + P - AM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening + P - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 100 184 71 96 182 88 9 63 491 112 157 518 106 Future Volume (vph) 100 184 111 120 200 88 17 69 519 112 157 566 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.943 0.954 0.973 0.976
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3273 0 1736 3311 0 0 1736 3377 0 1736 3388 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3273 0 1736 3311 0 0 1736 3377 0 1736 3388 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 76 42 19 16
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 109 200 121 130 217 96 18 75 564 122 171 615 115 Shared Lane Traffic (%)
Lane Group Flow (vph) 109 321 0 130 313 0 0 93 686 0 171 730 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.31 0.44 0.37 0.44 0.52 0.54 0.96 0.58
Control Delay 53.7 41.6 55.0 47.3 74.8 38.1 122.1 39.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.7 41.6 55.0 47.3 74.8 38.1 122.1 39.2

LOS D D E D E D F D
Approach Delay 44.7 49.6 42.5 54.9
Approach LOS D D D D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 48.5 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
Opening + P - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Future Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.940 0.970 0.978 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3263 0 1736 3367 0 0 1736 3395 0 1736 3367 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3263 0 1736 3367 0 0 1736 3395 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 96 19 14 24
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 112 195 130 120 314 79 19 150 473 80 112 568 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 112 325 0 120 393 0 0 169 553 0 112 712 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.32 0.44 0.34 0.56 0.94 0.44 0.63 0.57
Control Delay 53.8 38.4 54.4 54.6 119.8 36.4 80.6 38.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.8 38.4 54.4 54.6 119.8 36.4 80.6 38.4

LOS D D D D F D F D
Approach Delay 42.3 54.6 55.9 44.1
Approach LOS D D E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 49.4 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year - AM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Future Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.958 0.951 0.972 0.974
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3325 0 1736 3301 0 0 1736 3374 0 1736 3381 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3325 0 1736 3301 0 0 1736 3374 0 1736 3381 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 34 48 21 18
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 118 217 84 113 214 103 11 75 578 132 185 609 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 118 301 0 113 317 0 0 86 710 0 185 734 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.34 0.43 0.32 0.45 0.48 0.56 1.03 0.58
Control Delay 54.2 48.2 53.9 46.4 73.1 38.5 139.8 39.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.2 48.2 53.9 46.4 73.1 38.5 139.8 39.2

LOS D D D D E D F D
Approach Delay 49.9 48.4 42.2 59.4
Approach LOS D D D E
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 50.7 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year + P - AM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 94 164 109 101 264 66 16 126 397 67 94 477 121 Future Volume (vph) 94 164 121 140 291 66 29 135 441 67 94 493 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.936 0.972 0.980 0.970
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3249 0 1736 3374 0 0 1736 3402 0 1736 3367 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3249 0 1736 3374 0 0 1736 3402 0 1736 3367 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 111 16 13 23
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 112 195 144 167 346 79 35 161 525 80 112 587 144 Shared Lane Traffic (%)
Lane Group Flow (vph) 112 339 0 167 425 0 0 196 605 0 112 731 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Split NA Split NA Prot Prot NA Prot NA
Protected Phases 4 4 8 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.32 0.45 0.47 0.61 1.09 0.48 0.63 0.58
Control Delay 53.8 36.8 57.9 56.4 154.7 36.9 80.6 38.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 53.8 36.8 57.9 56.4 154.7 36.9 80.6 38.8

LOS D D E E F D F D
Approach Delay 41.1 56.8 65.7 44.4
Approach LOS D E E D
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 52.9 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year + P - AM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year + P - PM Synchro 11 Light Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 109 200 77 104 197 95 10 69 532 121 170 560 115 Future Volume (vph) 109 200 117 104 197 95 18 75 560 121 170 608 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 666 200 0 210 100 245 50
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.945 0.951 0.973 0.976
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1736 3280 0 1736 3301 0 0 1736 3377 0 1736 3388 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1736 3280 0 1736 3301 0 0 1736 3377 0 1736 3388 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 71 48 19 16
Link Speed (mph) 45 45 60 55
Link Distance (ft) 792 1273 1292 1374
Travel Time (s) 12.0 19.3 14.7 17.0
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 0.92 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 118 217 127 113 214 103 20 82 609 132 185 661 125 Shared Lane Traffic (%)
Lane Group Flow (vph) 118 344 0 113 317 0 0 102 741 0 185 786 0 Enter Blocked Intersection No No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right R NA Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 9 15 9 15 9
Turn Type Prot NA Prot NA Prot Prot NA Prot NA
Protected Phases 7 4 3 8 5 5 2 1 6
Permitted Phases
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 35.0 35.0 35.0 20.0 20.0 60.0 20.0 60.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 13.3% 13.3% 40.0% 13.3% 40.0% Maximum Green (s) 30.5 30.5 30.5 30.5 15.5 15.5 55.5 15.5 55.5 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
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 Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 30.5 30.5 30.5 30.5 15.5 55.5 15.5 55.5 Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.10 0.37 0.10 0.37 v/c Ratio 0.34 0.48 0.32 0.45 0.57 0.59 1.03 0.62
Control Delay 54.2 43.9 53.9 46.4 77.3 39.3 139.8 40.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.2 43.9 53.9 46.4 77.3 39.3 139.8 40.4

LOS D D D D E D F D
Approach Delay 46.5 48.4 43.9 59.4
Approach LOS D D D E
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90
Control Type: Pretimed
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 50.6 Intersection LOS: D
Lanes, Volumes, Timings
3: LOVERS LANE & WALNUT AVE 07/12/2022
5-Year + P - PM Synchro 11 Light Report

Page 2 ends

Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: LOVERS LANE & WALNUT AVE

400 E. Main Street, Suite 300
Visalia, CA 93291-6337
Tel: (559) 636-1166
Fax: (559) 636-1177
www.provostandpritchard.com
Engineering  Surveying  Planning  Environmental  GIS  Construction Services  Hydrogeology  Consulting Clovis  Bakersfield  Visalia  Modesto  Los Banos  Chico  Sacramento  Sonora

May 13, 2022

Melody Nohemi Haigh
DR Horton
419 West Murray Avenue
Visalia, CA 93291

RE: Pearl Woods Vehicle Miles Traveled (VMT) Assessment

Dear Ms. Haigh:

The following Vehicle Miles Travelled (VMT) Assessment has been prepared for the Pearl Woods single-family residential development located at Cherry Avenue and McAuliff Street – Assessor’s Parcel Number 127-030-038.

BACKGROUND
In December 2018, modifications to the California Environmental Quality Act (CEQA) Guidelines were adopted by the Governor’s Office of Planning and Research (OPR), which requires all lead agencies to adopt VMT as a replacement for automobile delay -based level of service (LOS) as the new measure for identifying transportation impacts for land use projects. This statewide mandate, enacted by the State Legislature through Senate Bill 743, took effect July 1, 2020.

This analysis relies on the City of Visalia VMT Thresholds and Implementation Guidelines , adopted on March 15, 2021. If any guidelines do not apply, the analysis will rely on information prepared by OPR as part of their December 2018 publication entitled Technical Advisory on Evaluating Transportation Impacts in CEQA (Technical Advisory), which provides guidance for evaluating transportation impacts based on VMT.1

PROJECT SCREENING
The City of Visalia guidelines provide details on appropriate “screening thresholds” that can be used to identify wh en a proposed land use project is anticipated to result in a less -than- significant impact without conducting a more detailed VMT analysis. Screening thresholds include:

1. Residential and office projects within a Transit Priority Area

2. Locally serving retail projects up to 50,000 square feet

3. Residential, office, or mixed‐use projects within low‐VMT generating areas

4. 100 percent affordable housing projects

5. Projects that are consistent with the City’s General Plan and generating fewer than 1,000 daily trips

A land use project need only meet one of the above screening thresholds to result in a less than significant impact.

1 (Governor's Office of Planning and Research (OPR) December 2018) DR Horton May 13, 2022
Job No. 1594-21-003 Page 2 of 4
G:\DR Horton - 1594\0159421003-Pearl Woods\200 Technical\220 Traffic\VMT\2022-0506 Pearl Woods VMT Analysis.docx

1. Transit Priority Area Screening
The City of Visalia identified the Transit Priority Area as illustrated on Attachment A. The project is not located within the Transit Priority Area.

Transit Priority Area screening threshold is not met.

2. Retail Screening
As the project is residential, this screening is not applicable.

Retail screening threshold is not met.

3. Low VMT-generating Area Screening
The City of Visalia identified the Low VMT-generating Area as illustrated on Attachment A. The project is located within the Low VMT-generating Area.

Low VMT-generating Area screening threshold is met.

4. Affordable Housing Screening
The Technical Advisory asserts that “a project consisting of a high percentage of affordable housing may be a basis for the lead agency to find a less -than-significant impact on VMT.

Evidence supports a presumption of less than significant impact for a 100 percent affordable residential development (or the residential component of a mixed -use development) in infill locations. Lead agencies may develop their own presumption of less than significant impact for residential projects (or residential portions of mixed-use projects) containing a particular amount of affordable housing, based on local circumstances and evidence.”

The Project would not meet Affordable Ho using screening as the Project does not provide 100 percent affordable housing in an infill area.

Affordable Housing screening threshold is not met.

5. Trip Generation Screening
The project proposes 273 single-family dwelling units. Per trip generation rates taken from Trip Generation, 11th Edition – Institute of Traffic Engineers (ITE) , the project is expected to generate 2,574 daily trips. While the project is consistent with the City’s General Plan, t his trip generation exceeds the 1,000 daily trip threshold.

Trip Generation screening threshold is not met.

CONCLUSION
One of the five screening criteria was met, specifically No. 3 – Low VMT -generating Area .

Because of this, the project is eligible to be screened out based on City of Visalia guidelines, would result in a less than significant impact, and no further VMT analysis or potential mitigation measures are necessary.

DR Horton May 13, 2022
Job No. 1594-21-003 Page 3 of 4
G:\DR Horton - 1594\0159421003-Pearl Woods\200 Technical\220 Traffic\VMT\2022-0506 Pearl Woods VMT Analysis.docx

If you need additional information, please do not hesitate to contact me at (559) 636 -1166 or [email protected].

Respectfully,

Matt Hamilton, PE
Senior Engineer

c: Jarred Olsen – Provost & Pritchard
Matt Barnes – Provost & Pritchard

Attachments: One

ATTACHMENT A
ÄÆ99
ÄÆ198
ÄÆ216

ALTA AVE

E NOBLE AVE

W MINERAL KING AVE W NOBLE AVE

S DEMAREE RD

S SHIRK RD

ALTA AVE

N SHIRK RD

S COURT ST
AVENUE 280
AVENUE 296

W HOUSTON AVE

W WALNUT AVE

E CALDWELL AVE

E WALNUT AVE

W CALDWELL AVE W VISALIA RD

N DEMAREE RD

N FARMERSVILLE BLVD

PLAZA DR

W CALDWELL AVE

E VISALIA RD

E MINERAL KING AVE

S FARMERSVILLE BLVD

N AKERS ST

N LOVERS LN

E HOUSTON AVE
CR-J32

CAMP DR
ROAD 160

E MAIN ST

HOUSTON ST

W MAIN ST

N BEN MADDOX WAY

FARMERSVILLE BLVD

S BEN MADDOX WAY
AVENUE 328

W CENTER ST
AVENUE 312

BEN MADDOX WAY

N MOONEY BLVD

S AKERS ST

W GOSHEN AVE

S LOVERS LN

W RIGGIN AVEW RIGGIN AVE

E HOUSTON AVE

IVANHOE DR
AVENUE 280
ROAD 158
ROAD 80
LEGEND
City of Visalia Sphere of Influence
SOURCE: TCAG Model; City of Visalia;Tulare County (11/20) R:\VSL2001 Visalia VMT\GIS\VMT_Maps_01-21-2021\fig6_VMT_CAP .mxd (1/21/2021) FIGURE 6
City of Visalia VMT Thresholds and Implementation Guidelines City of Visalia - Existing VMT per Capita
S!!N
0 2500 5000
FEET
VMT per Capita
No Population

10.0 or Less
More than 10.0, up to 11.9
Greater than 11.9
City of Visalia Average VMT per Capita: 9.1
Tulare County Average VMT per Capita: 11.9
Threshold: 16%
Map created using Tulare County as the region.

Visalia City CouncilJuly 17, 2023

Visalia City Council
July 17, 2023