Traffic Impact Statement Dated 10 14 25

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street SAT Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 70 8 19 42 457 74 14 598 50 Future Vol, veh/h 0 0 0 70 8 19 42 457 74 14 598 50 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 8 20 44 481 78 15 629 53 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1294 1320 520 682 0 0 559 0 0 Stage 1 608 608 - - - - - - - Stage 2 686 712 - - - - - - - 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 179 157 556 911 - - 1012 - - Stage 1 543 486 - - - - - - - Stage 2 500 436 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

500 436 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 162 0 556 911 - - 1012 - - Mov Cap-2 Maneuver 162 0 - - - - - - - Stage 1 504 0 - - - - - - - Stage 2 488 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 43.6 0.7 0.2 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 911 - - 191 1012 - - HCM Lane V/C Ratio 0.049 - - 0.535 0.015 - - HCM Control Delay (s) 9.2 0 - 43.6 8.6 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.2 - - 2.8 0 - - Build.syn Synchro 11 Light Report D&D Page 2