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HCM Signalized Intersection Capacity Analysis Existing Conditions <br />7: E. 14th Street & Fairmont Dr Timing Plan: AM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 10 Report <br />DKS Associates <br />Movement SBU SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)6 85 256 68 <br />Future Volume (vph)6 85 256 68 <br />Ideal Flow (vphpl)1900 1900 1900 1900 <br />Lane Width 12 12 12 12 <br />Total Lost time (s)3.7 4.6 <br />Lane Util. Factor 1.00 0.91 <br />Frpb, ped/bikes 1.00 0.99 <br />Flpb, ped/bikes 1.00 1.00 <br />Frt 1.00 0.97 <br />Flt Protected 0.95 1.00 <br />Satd. Flow (prot)1770 4899 <br />Flt Permitted 0.95 1.00 <br />Satd. Flow (perm)1770 4899 <br />Peak-hour factor, PHF 0.92 0.95 0.95 0.95 <br />Adj. Flow (vph)7 89 269 72 <br />RTOR Reduction (vph) 0 0 48 0 <br />Lane Group Flow (vph) 0 96 293 0 <br />Confl. Peds. (#/hr) 10 <br />Confl. Bikes (#/hr)4 <br />Turn Type Prot Prot NA <br />Protected Phases 5 5 2 <br />Permitted Phases <br />Actuated Green, G (s)8.0 32.1 <br />Effective Green, g (s)8.0 32.1 <br />Actuated g/C Ratio 0.08 0.34 <br />Clearance Time (s)3.7 4.6 <br />Vehicle Extension (s)2.0 4.0 <br />Lane Grp Cap (vph)149 1655 <br />v/s Ratio Prot c0.05 0.06 <br />v/s Ratio Perm <br />v/c Ratio 0.64 0.18 <br />Uniform Delay, d1 42.1 22.1 <br />Progression Factor 1.00 1.00 <br />Incremental Delay, d2 7.0 0.2 <br />Delay (s)49.1 22.4 <br />Level of Service D C <br />Approach Delay (s)28.2 <br />Approach LOS C <br />Intersection Summary <br />189