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HCM 2010 AWSC <br /> 2: Berkshire Drive & Rainier Drive/63rd Street SE Everett Safe Streets Apartments <br /> Intersection <br /> Intersection Delay,s/veh 7.1 <br /> Intersection LOS A <br /> Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR <br /> Lane Configurations 44 4 4 <br /> Traffic Vol,veh/h 0 2 18 5 0 1 8 32 0 1 5 2 <br /> Future Vol,veh/h 0 2 18 5 0 1 8 32 0 1 5 2 <br /> Peak Hour Factor 0.92 0.85 0.85 0.85 0.92 0.85 0.85 0.85 0.92 0.85 0.85 0.85 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 0 2 21 6 0 1 9 38 0 1 6 2 <br /> Number of Lanes 0 0 1 0 0 0 1 0 0 0 1 0 <br /> Approach EB WB NB <br /> Opposing Approach WB EB SB <br /> Opposing Lanes 1 1 1 <br /> Conflicting Approach Left SB NB EB <br /> Conflicting Lanes Left 1 1 1 <br /> Conflicting Approach Right NB SB WB <br /> Conflicting Lanes Right 1 1 1 <br /> HCM Control Delay 7.2 6.8 7.1 <br /> HCM LOS A A A <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left, % 12% 8% 2% 45% <br /> Vol Thru,% 62% 72% 20% 37% <br /> Vol Right,% 25% 20% 78% 18% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 8 25 41 49 <br /> LT Vol 1 2 1 22 <br /> Through Vol 5 18 8 18 <br /> RT Vol 2 5 32 9 <br /> Lane Flow Rate 9 29 48 58 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.01 0.033 0.048 0.065 <br /> Departure Headway(Hd) 3.987 3.982 3.608 4.055 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 895 896 988 883 <br /> Service Time 2.023 2.018 1.645 2.08 <br /> HCM Lane V/C Ratio 0.01 0.032 0.049 0.066 <br /> HCM Control Delay 7.1 7.2 6.8 7.4 <br /> HCM Lane LOS A A A A <br /> HCM 95th-tile Q 0 0.1 0.2 0.2 <br /> 2016 Existing Conditions PM Peak-Hour <br /> Gibson Traffic Consultants, Inc.[BJL 16-253] <br /> B-2 <br />