PB 25 12 Application

- - D A A HCM 95th %tile Q(veh) - - 1.9 0 - Existing.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Existing 1: Main Street & Prospect Place SAT Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 34 426 536 12 Future Volume (Veh/h) 0 0 34 426 536 12 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 0 0 37 458 576 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1114 582 589 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1114 582 589 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 96 cM capacity (veh/h) 222 513 986 Direction, Lane # NB 1 SB 1 Volume Total 495 589 Volume Left 37 0 Volume Right 0 13 cSH 986 1700 Volume to Capacity 0.04 0.35 Queue Length 95th (ft) 3 0 Control Delay (s) 1.1 0.0 Lane LOS A Approach Delay (s) 1.1 0.0 Approach LOS Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 Existing.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Existing 2: Main Street & Erwin Place SAT Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 8 7 507 596 1 Future Vol, veh/h 5 8 7 507 596 1 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 9 7 539 634 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1188 635 635 0 - 0 Stage 1 635 - - - - - Stage 2 553 - - - - - 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 208 478 948 - - - Stage 1 528 - - - - - Stage 2 576 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 206 478 948 - - - Mov Cap-2 Maneuver 206 - - - - - Stage 1 522 - - - - - Stage 2 576 - - - - - Approach EB NB SB HCM Control Delay, s 16.9 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 948 - 317 - - HCM Lane V/C Ratio 0.008 - 0.044 - - HCM Control Delay (s) 8.8 0 16.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.1 - - Existing.syn

0 16.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.1 - - Existing.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Existing 3: Main Street & Kling Street SAT Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 68 19 441 71 7 529 Future Vol, veh/h 68 19 441 71 7 529 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 20 464 75 7 557 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1073 502 0 0 539 0 Stage 1 502 - - - - - Stage 2 571 - - - - - 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 244 569 - - 1029 - Stage 1 608 - - - - - Stage 2 565 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 242 569 - - 1029 - Mov Cap-2 Maneuver 242 - - - - - Stage 1 608 - - - - - Stage 2 559 - - - - - Approach WB NB SB HCM Control Delay, s 24.3 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 277 1029 - HCM Lane V/C Ratio - - 0.331 0.007 - HCM Control Delay (s) - - 24.3 8.5 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 1.4 0 - Existing.syn Synchro 11 Light Report D&D

- - C A A HCM 95th %tile Q(veh) - - 1.4 0 - Existing.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket No Build 1: Main Street & Prospect Place AM Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 21 489 521 9 Future Volume (Veh/h) 0 0 21 489 521 9 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 0 0 24 562 599 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1214 604 609 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1214 604 609 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 97 cM capacity (veh/h) 196 498 955 Direction, Lane # NB 1 SB 1 Volume Total 586 609 Volume Left 24 0 Volume Right 0 10 cSH 955 1700 Volume to Capacity 0.03 0.36 Queue Length 95th (ft) 2 0 Control Delay (s) 0.7 0.0 Lane LOS A Approach Delay (s) 0.7 0.0 Approach LOS Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 No Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket No Build 2: Main Street & Erwin Place AM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 12 4 542 615 5 Future Vol, veh/h 9 12 4 542 615 5 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 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 11 7 2 Mvmt Flow 10 13 4 609 691 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1311 694 697 0 - 0 Stage 1 694 - - - - - Stage 2 617 - - - - - 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 175 443 899 - - - Stage 1 496 - - - - - Stage 2 538 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 174 443 899 - - - Mov Cap-2 Maneuver 174 - - - - - Stage 1 493 - - - - - Stage 2 538 - - - - - Approach EB NB SB HCM Control Delay, s 19.8 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 899 - 266 - - HCM Lane V/C Ratio 0.005 - 0.089 - - HCM Control Delay (s) 9 0 19.8 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - No Build.syn Synchro 11 Light

M Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - No Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket No Build 3: Main Street & Kling Street AM Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 105 11 499 52 6 515 Future Vol, veh/h 105 11 499 52 6 515 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 93 93 93 93 93 93 Heavy Vehicles, % 11 18 11 12 2 7 Mvmt Flow 113 12 537 56 6 554 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1131 565 0 0 593 0 Stage 1 565 - - - - - Stage 2 566 - - - - - Critical Hdwy 6.51 6.38 - - 4.12 - Critical Hdwy Stg 1 5.51 - - - - - Critical Hdwy Stg 2 5.51 - - - - - Follow-up Hdwy 3.599 3.462 - - 2.218 - Pot Cap-1 Maneuver 216 495 - - 983 - Stage 1 551 - - - - - Stage 2 551 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 214 495 - - 983 - Mov Cap-2 Maneuver 214 - - - - - Stage 1 551 - - - - - Stage 2 546 - - - - - Approach WB NB SB HCM Control Delay, s 38.9 0 0.1 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 226 983 - HCM Lane V/C Ratio - - 0.552 0.007 - HCM Control Delay (s) - - 38.9 8.7 0 HCM Lane LOS - - E A A HCM 95th %tile Q(veh) - - 3 0 - No Build.syn Synchro 11 Light Report D&D