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HCM 2010 AWSC <br /> 1: Berkshire Drive & Site Access Everett Safe Streets Apartments <br /> Intersection <br /> Intersection Delay,s/veh 7.1 <br /> Intersection LOS A <br /> Movement EBU EBL EBR NBU NBL NBT SBU SBT SBR <br /> Lane Configurations 4 I+ <br /> Traffic Vol,veh/h 0 0 60 0 46 0 0 0 0 <br /> Future Vol,veh/h 0 0 60 0 46 0 0 0 0 <br /> Peak Hour Factor 0.92 0.85 0.85 0.92 0.85 0.85 0.92 0.85 0.85 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 0 0 71 0 54 0 0 0 0 <br /> Number of Lanes 0 1 0 0 0 1 0 1 0 <br /> Approach EB NB SB <br /> Opposing Approach SB NB <br /> Opposing Lanes 0 1 1 <br /> Conflicting Approach Left SB EB <br /> Conflicting Lanes Left 1 1 0 <br /> Conflicting Approach Right NB EB <br /> Conflicting Lanes Right 1 0 1 <br /> HCM Control Delay 6.7 7.6 0 <br /> HCM LOS A A - <br /> Lane NBLn1 EBLn1 SBLn1 <br /> Vol Left, % 100% 0% 0% <br /> Vol Thru,% 0% 0% 100% <br /> Vol Right,% 0% 100% 0% <br /> Sign Control Stop Stop Stop <br /> Traffic Vol by Lane 46 60 0 <br /> LT Vol 46 0 0 <br /> Through Vol 0 0 0 <br /> RT Vol 0 60 0 <br /> Lane Flow Rate 54 71 0 <br /> Geometry Grp 1 1 1 <br /> Degree of Util(X) 0.064 0.067 0 <br /> Departure Headway(Hd) 4.258 3.428 4.1 <br /> Convergence,Y/N Yes Yes Yes <br /> Cap 845 1042 0 <br /> Service Time 2.266 1.459 2.121 <br /> HCM Lane V/C Ratio 0.064 0.068 0 <br /> HCM Control Delay 7.6 6.7 7.1 <br /> HCM Lane LOS A A N <br /> HCM 95th-tile Q 0.2 0.2 0 <br /> 2021 Baseline Conditions PM Peak-Hour <br /> Gibson Traffic Consultants, Inc.[BJL 16-253] <br /> B -4 <br />