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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 1 <br /> Traffic Vol,veh/h 0 2 60 0 46 2 0 2 2 <br /> Future Vol,veh/h 0 2 60 0 46 2 0 2 2 <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 2 71 0 54 2 0 2 2 <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 6.8 7.6 6.8 <br /> HCM LOS A A A <br /> Lane NBLn1 EBLn1 SBLn1 <br /> Vol Left,% 96% 3% 0% <br /> Vol Thru,% 4% 0% 50% <br /> Vol Right,% 0% 97% 50% <br /> Sign Control Stop Stop Stop <br /> Traffic Vol by Lane 48 62 4 <br /> LT Vol 46 2 0 <br /> Through Vol 2 0 2 <br /> RT Vol 0 60 2 <br /> Lane Flow Rate 56 73 5 <br /> Geometry Grp 1 1 1 <br /> Degree of Util(X) 0.067 0.07 0.005 <br /> Departure Headway(Hd) 4.258 3.465 3.805 <br /> Convergence,Y/N Yes Yes Yes <br /> Cap 844 1030 940 <br /> Service Time 2.268 1.5 1.829 <br /> HCM Lane V/C Ratio 0.066 0.071 0.005 <br /> HCM Control Delay 7.6 6.8 6.8 <br /> HCM Lane LOS A A A <br /> HCM 95th-tile Q 0.2 0.2 0 <br /> 2021 Future Conditions with Development PM Peak-Hour <br /> Gibson Traffic Consultants, Inc.[BJL 16-253] <br /> B-7 <br />