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HCM 6th TWSC Cumulative Conditions <br />9: Genomics 10X Dwy/Southwest Project Dwy & Stoneridge Mall Rd Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 6 <br />Intersection <br />Int Delay, s/veh 6.8 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 100 134 0 0 520 69 10 0 5 84 0 95 <br />Future Vol, veh/h 100 134 0 0 520 69 10 0 5 84 0 95 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 <br />Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop <br />RT Channelized -- None -- None -- None -- None <br />Storage Length 25 -- 50 -------- <br />Veh in Median Storage, # -0 --0 --0 --0 - <br />Grade, %-0 --0 --0 --0 - <br />Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 <br />Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 111 149 0 0 578 77 11 0 6 93 0 106 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 655 0 0 149 0 0 660 1026 75 914 988 328 <br /> Stage 1 ------ 371 371 - 617 617 - <br /> Stage 2 ------ 289 655 - 297 371 - <br />Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 <br />Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - <br />Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 - <br />Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 <br />Pot Cap-1 Maneuver 928 -- 1430 -- 348 233 971 228 246 668 <br /> Stage 1 ------ 622 618 - 444 479 - <br /> Stage 2 ------ 694 461 - 687 618 - <br />Platoon blocked, %---- <br />Mov Cap-1 Maneuver 928 -- 1430 -- 266 205 971 206 216 668 <br />Mov Cap-2 Maneuver ------ 266 205 - 206 216 - <br /> Stage 1 ------ 547 544 - 391 479 - <br /> Stage 2 ------ 584 461 - 601 544 - <br />Approach EB WB NB SB <br />HCM Control Delay, s 4 0 15.8 32.1 <br />HCM LOS C D <br />Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 <br />Capacity (veh/h)351 928 -- 1430 -- 325 <br />HCM Lane V/C Ratio 0.047 0.12 ----- 0.612 <br />HCM Control Delay (s)15.8 9.4 --0 -- 32.1 <br />HCM Lane LOS C A --A --D <br />HCM 95th %tile Q(veh)0.1 0.4 --0 -- 3.8