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I <br /> I HCM 2010 Signalized Intersection Capacity Analysis <br /> 2: PUD Driveway & 75th Street SW 3/19/2015 <br /> IInitial Queue(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Final(Residual)Queue(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Capacity(Cs),veti/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Initial Queue Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Right Lane Data <br /> Assigned Movement 0 12 0 0 0 16 0 0 <br /> Lane Assignment T+R <br /> I Lanes in Group 0 0 0 0 0 1 0 0 <br /> Group Volume(v),veh/h 0.0 0.0 0.0 0.0 0.0 234.9 0.0 0.0 <br /> Group Sat. Flow(s),veh/h/In 0.0 0.0 0.0 0.0 0.0 1552.1 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 <br /> Prot RT Sat Flow Rate(s_R),veh/h/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Prot RT Eff.Green(g_R),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Proportion RT Outside Lane(P_R) 0.000 0.000 0.000 0.000 0.000 0.546 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 0.0 0.0 0.0 0.0 0.0 1330.3 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.000 0.000 0.000 0.000 0.177 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 0.0 0.0 0.0 0.0 1330.3 0.0 0.0 <br /> I Upstream Filter Factor(I) 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 <br /> Uniform Delay(dl),s/veh 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 <br /> I Initial Queue Delay(d3),s/veh Control Delay(d),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 <br /> First-Term Queue(Q1),vehiln 0.0 0.0 0.0 0.0 0.0 -0.4 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 <br /> I Third-Term Queue(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Percentile bk-of-que factor(f_B%) 0.000 1.000 0.000 0.000 0.000 1.000 0.000 0.000 <br /> Percentile Back of Queue(Q%),veh/In 0.0 0.0 0.0 0.0 0.0 -0.2 0.0 0.0 <br /> I Percentile Storage Ratio(RQ%)Initial Queue(Qb),veh 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 <br /> 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Final(Residual)Queue(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Capacity(cs),veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Initial Queue Clear Time(tc) h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Intersection Summary <br /> HCM Average Control Delay 0.8 <br /> HCM Level of Service A <br /> I <br /> I <br /> I <br /> 2015 No Build 3/13/2015 AM Synchro 8 Report <br /> IB. Powell Page 6 <br /> I <br />