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HCM Signalized Intersection Capacity Analysis Existing Conditions <br />7: E. 14th Street & Fairmont Dr Timing Plan: PM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 157 560 135 <br />Future Volume (vph) 157 560 135 <br />Ideal Flow (vphpl)1900 1900 1900 <br />Lane Width 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 4909 <br />Flt Permitted 0.95 1.00 <br />Satd. Flow (perm)1770 4909 <br />Peak-hour factor, PHF 0.98 0.98 0.98 <br />Adj. Flow (vph)160 571 138 <br />RTOR Reduction (vph) 0 43 0 <br />Lane Group Flow (vph) 174 666 0 <br />Confl. Peds. (#/hr) 15 <br />Confl. Bikes (#/hr)6 <br />Turn Type Prot NA <br />Protected Phases 5 2 <br />Permitted Phases <br />Actuated Green, G (s) 11.5 35.4 <br />Effective Green, g (s) 11.5 35.4 <br />Actuated g/C Ratio 0.12 0.37 <br />Clearance Time (s) 3.7 4.6 <br />Vehicle Extension (s) 2.0 4.0 <br />Lane Grp Cap (vph) 214 1829 <br />v/s Ratio Prot c0.10 0.14 <br />v/s Ratio Perm <br />v/c Ratio 0.81 0.36 <br />Uniform Delay, d1 40.7 21.6 <br />Progression Factor 1.07 1.91 <br />Incremental Delay, d2 12.2 0.3 <br />Delay (s)55.7 41.7 <br />Level of Service E D <br />Approach Delay (s)44.5 <br />Approach LOS D <br />Intersection Summary <br />196