Laserfiche WebLink
I <br /> I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> I <br /> Initial 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 <br /> Saturated Queue(Qs),veh Saturated Capacity(cs),veh/h0.0 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 0.0 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 <br /> Right Lane Oroiip Data <br /> Assigned Movement 0 12 18 14 0 16 0 0 <br /> Lane Assignment T+R T+R R T+R <br /> I <br /> Lanes in Group 0 1 1 1 0 1 0 0 <br /> Group Volume(v),veh/h 0.0 1035.1 116.3 42.4 0.0 121.6 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 0.0 1774.9 1492.4 1615.0 0.0 1696.8 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 63.7 9.3 3.3 0.0 6.1 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 63.7 9.3 3.3 0.0 6.1 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 <br /> Proportion RT Outside Lane(P_R) 0.000 0.303 1.000 1.000 0.000 0.492 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 0,0 1146.3 220.7 70.4 0.0 659.6 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.903 0.527 0.602 0.000 0.184 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 1146.3 348.1 376.7 0.0 659.6 0.0 0.0 <br /> I <br /> Upstream Filter Factor(1) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 <br /> Uniform Delay(d1),s/veh 0.0 19.4 50.6 60.4 0.0 25.9 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 11.6 1.9 3.1 0.0 0.6 0.0 0.0 <br /> I <br /> 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 30.9 52.6 63.5 0.0 26.5 0.0 0.0 <br /> First-Term Queue(Q1),veh/In 0.0 24.3 3.5 1.4 0.0 2.5 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 3.7 0.1 0.1 0.0 0.1 0.0 0.0 <br /> I <br /> 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 1.000 1.000 0.000 1.000 0.000 0.000 <br /> Percentile Back of Queue(Q%),veh/In 0.0 27.9 3.6 1.4 0.0 2.6 0.0 0.0 <br /> I Percentile Storage Ratio(RCI%)Initial Queue(Qb),veh 0.00 1.07 0.14 0.06 0.00 0.14 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 /> ' Intersection Summary <br /> HCM Average Control Delay 41.3 <br /> HCM Level of Service D <br /> I <br /> I <br /> I <br /> 2015 No Build 3/13/2015 AM Synchro 8 Report <br /> B.Powell Page 3 <br />