7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Traffic Report 2025-04-14

I I HCM 2010 Signalized Intersection Capacity Analysis 1: Seaway Boulevard & 75th Street SW 3/30/2015 I Perm LT Sat Flow Rate(s_I),veh/h/In 0.0 0.0 1723.4 1755.2 0.0 0.0 0.0 0.0 Shared LT Sat Flow(s_sh),veh/h/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Eff.Green(g_p),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I Perm LT Serve Time(g_u),s Perm LT Que Serve Time(g_ps), 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I Serve Time pre Blk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Proportion LT Inside Lane(P_L) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 Lane Group Capacity(c),veh/h 280.6 0.0 368.1 749.8 147.2 0.0 0.0 0.0 Volume-to-Capacity Ratio(X) 0.705 0.000 1,462 0.126 0.591 0.000 0.000 0.000 I Available Capacity(c_a),veh/h 735.1 0.0 368.1 749.8 810.0 0.0 0.0 0.0 Upstream Filter Factor(I) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 Uniform Delay(d1),s/veh 62.9 0.0 55.2 44.6 65.8 0.0 0.0 0.0 I Incremental Delay(d2),s/veh Initial Queue Delay(d3),s/veh 1.2 0.0 222.2 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 64.1 0.0 277.4 44.7 67.2 0.0 0.0 0.0 First-Term Queue(Q1),veh/In 3.5 0.0 13.0 1.4 1.5 0.0 0.0 0.0 I Second-Term Queue(Q2),veh/In 0.0 0.0 22.7 0.0 0.0 0.0 0.0 0.0 Third Term Queue(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Percentile bk-of-que factor(f_B%) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 I Percentile Back of Queue(Q%),veh/In 3.5 0.0 35.7 1.4 1.6 0.0 0.0 0.0 Percentile Storage Ratio(RQ%) 0.18 0.00 6.19 0.16 0.14 0.00 0.00 0.00 Initial Queue(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final(Residual)Queue(Qe),veh 0.0 0.0 42.5 0.0 0.0 0.0 0.0 0.0 I Saturated Delay(ds),s/veh Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Saturated Capacity(cs),veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I Initial Queue Clear Time(tc), h 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Movement 0 2 8 4 0 6 0 0 I Lane Assignment T T T T Lanes in Group 0 1 1 2 0 1 0 0 Group Volume(v),veh/h 0.0 447.8 17.4 117.4 0.0 759.0 0.0 0.0 Group Sat.Flow(s),veh/h/In 0.0 1671.3 1809.5 1805.0 0.0 1862.7 0.0 0.0 I Queue Serve Time(g_s),s 0.0 33.1 1.1 3.7 0.0 55.1 0.0 0.0 Cycle Queue Clear Time(g_c),s 0.0 33.1 1.1 3.7 0.0 55.1 0.0 0.0 Lane Group Capacity(c),veh/h 0.0 595.0 386.5 771.1 0.0 730.6 0.0 0.0 I Volume-to-Capacity Ratio(X)Available Capacity(c_a),veh/h 0.000 0.753 0.045 0.152 0.000 1.039 0.000 0.000 0.0 595.0 386.5 771.1 0.0 730.6 0.0 0.0 Upstream Filter Factor(1) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 Uniform Delay(d1), s/veh 0.0 39.8 43.9 44.9 0.0 42.7 0.0 0.0 ' Incremental Delay(d2),s/veh 0.0 8.6 0.0 0.0 0.0 43.8 0.0 0.0 Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 48.3 43.9 44.9 0.0 86.4 0.0 0.0 ' First-Term Queue(Q1),veh/In Second Term Queue(Q2),veh/In 0.0 13.6 0.5 1.7 0.0 25.0 0.0 0.0 0.0 1.4 0.0 0.0 0.0 8.9 0.0 0.0 Third-Term Queue(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Percentile bk-of-que factor(f B%) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 I Percentile Back of Queue(Q%),veh/In 0.0 15.0 0.5 1.7 0.0 33.9 0.0 0.0 Percentile Storage Ratio(RQ%) 0.00 0.61 0.02 0.07 0.00 1.78 0.00 0.00 No-Build Alt 3/13/2015 2038 PM Synchro 8 Report B.Powell Page 2 I