Final Traffic Impact Analysis

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street SAT Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 70 7 19 38 457 74 13 594 45 Future Vol, veh/h 0 0 0 70 7 19 38 457 74 13 594 45 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 74 7 20 40 481 78 14 625 47 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1277 1300 520 672 0 0 559 0 0 Stage 1 600 600 - - - - - - - Stage 2 677 700 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 184 161 556 919 - - 1012 - - Stage 1 548 490 - - - - - - - Stage 2 505 441 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

505 441 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 168 0 556 919 - - 1012 - - Mov Cap-2 Maneuver 168 0 - - - - - - - Stage 1 513 0 - - - - - - - Stage 2 494 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 41.1 0.6 0.2 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 919 - - 197 1012 - - HCM Lane V/C Ratio 0.044 - - 0.513 0.014 - - HCM Control Delay (s) 9.1 0 - 41.1 8.6 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 2.6 0 - - Build.syn Synchro 11 Light Report D&D Page 2