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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 7.2 <br /> Intersection LOS A <br /> Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR <br /> Lane Configurations 4 4 <br /> Traffic Vol,veh/h 0 2 22 6 0 1 10 40 0 1 7 2 <br /> Future Vol,veh/h 0 2 22 6 0 1 10 40 0 1 7 2 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 0 2 24 7 0 1 11 43 0 1 8 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 6.9 7.1 <br /> HCM LOS A A A <br /> Lane NBLn1 EBLn1 WBLn1 SBLn1 <br /> Vol Left,% 10% 7% 2% 45% <br /> Vol Thru,% 70% 73% 20% 37% <br /> Vol Right,% 20% 20% 78% 18% <br /> Sign Control Stop Stop Stop Stop <br /> Traffic Vol by Lane 10 30 51 62 <br /> LT Vol 1 2 1 28 <br /> Through Vol 7 22 10 23 <br /> RT Vol 2 6 40 11 <br /> Lane Flow Rate 11 33 55 67 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.012 0.036 0.056 0.076 <br /> Departure Headway(Hd) 4.038 4.006 3.629 4.078 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 883 890 982 877 <br /> Service Time 2.079 2.048 1.67 2.107 <br /> HCM Lane V/C Ratio 0.012 0.037 0.056 0.076 <br /> HCM Control Delay 7.1 7.2 6.9 7.4 <br /> HCM Lane LOS A A A A <br /> HCM 95th-tile Q 0 0.1 0.2 0.2 <br /> 2021 Future Conditions with Development PM Peak-Hour <br /> Gibson Traffic Consultants, Inc.[BJL 16-253] <br /> B-8 <br />