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HCM 7th TWSC A.M. Peak Hour <br />2: SR Al A/Collins Avenue & Project Driveway Future Background Condition <br />Intersection <br />Int Delay, s/veh 0.1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />4 <br />0 <br />+T* <br />Traffic Vol, veh/h <br />5 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />787 <br />0 <br />0 <br />0 <br />0 <br />Future Vol, veh/h <br />5 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />787 <br />0 <br />0 <br />0 <br />0 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />0 <br />0 <br />46 <br />0 <br />0 <br />0 <br />Sign Control <br />Stop <br />Stop <br />Stop <br />Stop <br />Stop <br />Stop <br />Free <br />Free <br />Free <br />Free <br />Free <br />Free <br />RT Channelized <br />- <br />- <br />None <br />- <br />- <br />None <br />- <br />- <br />None <br />- <br />- <br />None <br />Storage Length <br />- <br />- <br />- <br />- <br />- <br />0 <br />- <br />- <br />- <br />- <br />- <br />Veh in Median Storage, <br /># - <br />0 <br />- <br />- <br />0 <br />- <br />- <br />0 <br />- <br />- <br />0 <br />- <br />Grade, % <br />- <br />0 <br />- <br />- <br />0 <br />- <br />- <br />0 <br />- <br />- <br />0 <br />- <br />Peak Hour Factor <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />83 <br />Heavy Vehicles, % <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />Mvmt Flow <br />6 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />948 <br />0 <br />0 <br />0 <br />0 <br />Major/Minor <br />Minor2 <br />Minorl <br />Majorl <br />Conflicting Flow All <br />475 <br />994 <br />- - <br />- 521 <br />- 0 0 <br />Stage 1 <br />0 <br />0 <br />- - <br />- - <br />- - - <br />Stage 2 <br />475 <br />994 <br />- - <br />- - <br />- - - <br />Critical Hdwy <br />4.4 <br />4.4 <br />- - <br />- 4.9 <br />- - - <br />Critical Hdwy Stg 1 <br />- <br />- <br />- <br />- - <br />- - - <br />Critical Hdwy Stg 2 <br />6.56 <br />5.56 <br />- <br />- - <br />- - - <br />Follow-up Hdwy <br />3.8 <br />3.8 <br />- - <br />- 3.9 <br />- - - <br />Pot Cap-1 Maneuver <br />674 <br />454 <br />0 0 <br />0 594 <br />0 - - <br />Stage 1 <br />- <br />- <br />0 0 <br />0 - <br />0 - - <br />Stage 2 <br />507 <br />329 <br />0 0 <br />0 - <br />0 - - <br />Platoon blocked, % <br />- - <br />Mov Cap-1 Maneuver <br />674 <br />434 <br />- - <br />- 568 <br />- - - <br />Mov Cap-2 Maneuver <br />674 <br />434 <br />- <br />- - <br />- - - <br />Stage 1 <br />- <br />- <br />- - <br />- - <br />- - - <br />Stage 2 <br />507 <br />315 <br />- - <br />- - <br />- - - <br />Approach <br />EB <br />WB <br />NB <br />HCM Control Delay, s/v 10.9 <br />0 <br />0 <br />HCM LOS <br />B <br />A <br />Minor Lane/Maior Mvmt NBT NBR EBLnlWBLnl <br />Capacity (veh/h) <br />- 617 - <br />HCM Lane V/C Ratio <br />- - 0.012 - <br />HCM Control Delay (s/veh) <br />- - 10.9 0 <br />HCM Lane LOS <br />- B A <br />HCM 95th %tile Q(veh) <br />- - 0 - <br />K:1FTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn <br />256 <br />