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HCM Signalized Intersection Capacity Analysis Existing Conditions <br />6: Bayfair Dr & Fairmont Dr Timing Plan: PM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)40 52 <br />Future Volume (vph)40 52 <br />Ideal Flow (vphpl)1900 1900 <br />Lane Width 16 12 <br />Total Lost time (s)5.0 <br />Lane Util. Factor 0.95 <br />Frpb, ped/bikes 0.99 <br />Flpb, ped/bikes 1.00 <br />Frt 0.96 <br />Flt Protected 0.97 <br />Satd. Flow (prot)3713 <br />Flt Permitted 0.67 <br />Satd. Flow (perm)2571 <br />Peak-hour factor, PHF 0.97 0.97 <br />Adj. Flow (vph)41 54 <br />RTOR Reduction (vph) 23 0 <br />Lane Group Flow (vph) 195 0 <br />Confl. Peds. (#/hr) 18 <br />Confl. Bikes (#/hr) <br />Turn Type NA <br />Protected Phases 4 <br />Permitted Phases <br />Actuated Green, G (s) 28.2 <br />Effective Green, g (s) 28.2 <br />Actuated g/C Ratio 0.33 <br />Clearance Time (s) 5.0 <br />Vehicle Extension (s) 2.0 <br />Lane Grp Cap (vph) 849 <br />v/s Ratio Prot <br />v/s Ratio Perm c0.08 <br />v/c Ratio 0.23 <br />Uniform Delay, d1 20.7 <br />Progression Factor 1.00 <br />Incremental Delay, d2 0.1 <br />Delay (s)20.7 <br />Level of Service C <br />Approach Delay (s) 20.7 <br />Approach LOS C <br />Intersection Summary <br />194