Traffic Impact Statement Dated 10 14 25

Proposed Supermarket No Build 3: Main Street & Kling Street SAT Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 70 19 457 74 7 548 Future Vol, veh/h 70 19 457 74 7 548 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 74 20 481 78 7 577 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1111 520 0 0 559 0 Stage 1 520 - - - - - Stage 2 591 - - - - - 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 231 556 - - 1012 - Stage 1 597 - - - - - Stage 2 553 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 229 556 - - 1012 - Mov Cap-2 Maneuver 229 - - - - - Stage 1 597 - - - - - Stage 2 547 - - - - - Approach WB NB SB HCM Control Delay, s 26.2 0 0.1 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 262 1012 - HCM Lane V/C Ratio - - 0.358 0.007 - HCM Control Delay (s) - - 26.2 8.6 0 HCM Lane LOS - - D A A HCM 95th %tile Q(veh) - - 1.6 0 - No Build.syn Synchro 11 Light Report D&D

- D A A HCM 95th %tile Q(veh) - - 1.6 0 - No Build.syn Synchro 11 Light Report D&D Page 2