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EXHIBIT D <br />HCM 2010 Signalized Intersection Summary2014 AM Existing <br />3/13/2014 <br />1: Sens Road & Spencer Highway <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Volume (veh/h)1896578934293144452373611129760 <br />Number5212161638187414 <br />Initial Q (Qb), veh000000000000 <br />Ped-Bike Adj(A_pbT)1.001.001.001.001.001.001.001.00 <br />Parking Bus Adj1.001.001.001.001.001.001.001.001.001.001.001.00 <br />Adj Sat Flow veh/h/ln186.3186.3190.0186.3186.3190.0190.0190.0190.0190.0190.0190.0 <br />Lanes130130120120 <br />Cap, veh/h313138918750520221568811331531005200 <br />Arrive On Green0.180.290.290.030.140.140.030.270.270.080.330.33 <br />Sat Flow, veh/h177448256491774372515831810322848618103080612 <br />Grp Volume(v), veh/h1995332533630815247145142117191185 <br />Grp Sat Flow(s),veh/h/ln177418631748177418631583181019001814181019001792 <br />Q Serve(g_s), s7.78.78.91.55.76.71.94.44.54.75.65.7 <br />Cycle Q Clear(g_c), s7.78.78.91.55.76.71.94.44.54.75.65.7 <br />Prop In Lane1.000.371.001.001.000.271.000.34 <br />Lane Grp Cap(c), veh/h31310735035052022156519495153620585 <br />V/C Ratio(X)0.640.500.500.720.590.690.830.280.290.770.310.32 <br />Avail Cap(c_a), veh/h55519259031451064452197519495344620585 <br />HCM Platoon Ratio1.001.001.001.001.001.001.001.001.001.001.001.00 <br />Upstream Filter(I)1.001.001.001.001.001.001.001.001.001.001.001.00 <br />Uniform Delay (d), s/veh28.121.821.835.429.730.135.421.021.133.018.618.6 <br />Incr Delay (d2), s/veh2.10.40.817.21.13.825.61.31.57.81.31.4 <br />Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 <br />%ile Back of Q (50%), veh/ln3.43.83.70.92.62.81.22.12.12.42.62.5 <br />Lane Grp Delay (d), s/veh30.222.122.652.730.833.961.122.422.540.719.920.0 <br />Lane Grp LOSCCCDCCECCDBC <br />Approach Vol, veh/h985496334493 <br />Approach Delay, s/veh23.933.327.924.9 <br />Approach LOSCCCC <br />Timer <br />Assigned Phs52163874 <br />Phs Duration (G+Y+Rc), s19.027.28.116.38.326.112.230.0 <br />Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 <br />Max Green Setting (Gmax), s23.038.06.021.08.018.014.024.0 <br />Max Q Clear Time (g_c+I1), s9.710.93.58.73.96.56.77.7 <br />Green Ext Time (p_c), s3.64.30.01.50.10.90.21.2 <br />Intersection Summary <br />HCM 2010 Ctrl Delay26.7 <br />HCM 2010 LOSC <br />Notes <br /> BaselineSynchro 8 Report <br />Page 1 <br /> <br />