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HCM Signalized Intersection Capacity Analysis Existing Conditions <br />6: Bayfair Dr & Fairmont Dr Timing Plan: AM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 10 Report <br />DKS Associates <br />Movement SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)16 16 <br />Future Volume (vph)16 16 <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 1.00 <br />Flpb, ped/bikes 1.00 <br />Frt 0.95 <br />Flt Protected 0.98 <br />Satd. Flow (prot)3737 <br />Flt Permitted 0.86 <br />Satd. Flow (perm)3259 <br />Peak-hour factor, PHF 0.89 0.89 <br />Adj. Flow (vph)18 18 <br />RTOR Reduction (vph) 11 0 <br />Lane Group Flow (vph) 49 0 <br />Confl. Peds. (#/hr) 3 <br />Confl. Bikes (#/hr)2 <br />Turn Type NA <br />Protected Phases 4 <br />Permitted Phases <br />Actuated Green, G (s) 28.1 <br />Effective Green, g (s) 28.1 <br />Actuated g/C Ratio 0.36 <br />Clearance Time (s) 5.0 <br />Vehicle Extension (s) 2.0 <br />Lane Grp Cap (vph) 1180 <br />v/s Ratio Prot <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.04 <br />Uniform Delay, d1 16.0 <br />Progression Factor 1.00 <br />Incremental Delay, d2 0.0 <br />Delay (s)16.0 <br />Level of Service B <br />Approach Delay (s) 16.0 <br />Approach LOS B <br />Intersection Summary <br />187