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HCM 6th Signalized Intersection Summary <br />1: Armstrong Blvd NW & 147th Ave NW <br />12/07/2022 <br />-WA --IN. %*V <br />4/ <br />Movement <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />t <br />r <br />`��j <br />t <br />r <br />�j <br />tt <br />r <br />tt <br />r <br />Traffic Volume (veh/h) <br />3 <br />1 <br />2 <br />91 <br />2 <br />129 <br />5 <br />238 <br />135 <br />144 <br />178 <br />5 <br />Future Volume (veh/h) <br />3 <br />1 <br />2 <br />91 <br />2 <br />129 <br />5 <br />238 <br />135 <br />144 <br />178 <br />5 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A_pbT) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Work Zone On Approach <br />No <br />No <br />No <br />No <br />Adj Sat Flow, veh/h/In <br />1945 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />Adj Flow Rate, vehlh <br />3 <br />1 <br />2 <br />99 <br />2 <br />140 <br />5 <br />259 <br />147 <br />157 <br />193 <br />5 <br />Peak Hour Factor <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Percent Heavy Veh, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Cap,veh/h <br />198 <br />126 <br />107 <br />600 <br />233 <br />197 <br />728 <br />1840 <br />821 <br />694 <br />2058 <br />918 <br />Arrive On Green <br />0.00 <br />0.07 <br />0.07 <br />0.06 <br />0.12 <br />0.12 <br />0.01 <br />0.52 <br />0.52 <br />0.07 <br />0.58 <br />0.58 <br />Sat Flow,veh/h <br />1853 <br />1870 <br />1585 <br />3456 <br />1870 <br />1585 <br />1781 <br />3554 <br />1585 <br />1781 <br />3554 <br />1585 <br />Grp Volume(v), veh/h <br />3 <br />1 <br />2 <br />99 <br />2 <br />140 <br />5 <br />259 <br />147 <br />157 <br />193 <br />5 <br />Grp Sat Flow(s),veh/h/In <br />1853 <br />1870 <br />1585 <br />1728 <br />1870 <br />1585 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1585 <br />Q Serve(g_s), s <br />0.1 <br />0.0 <br />0.1 <br />1.8 <br />0.1 <br />5.9 <br />0.1 <br />2.7 <br />3.5 <br />2.6 <br />1.7 <br />0.1 <br />Cycle Q Clear(g_c), s <br />0.1 <br />0.0 <br />0.1 <br />1.8 <br />0.1 <br />5.9 <br />0.1 <br />2.7 <br />3.5 <br />2.6 <br />1.7 <br />0.1 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), veh/h <br />198 <br />126 <br />107 <br />600 <br />233 <br />197 <br />728 <br />1840 <br />821 <br />694 <br />2058 <br />918 <br />V/C Ratio(X) <br />0.02 <br />0.01 <br />0.02 <br />0.16 <br />0.01 <br />0.71 <br />0.01 <br />0.14 <br />0.18 <br />0.23 <br />0.09 <br />0.01 <br />Avail Cap(c_a), veh/h <br />336 <br />494 <br />419 <br />661 <br />494 <br />419 <br />856 <br />1840 <br />821 <br />713 <br />2058 <br />918 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />30.2 <br />30.5 <br />30.5 <br />26.1 <br />26.9 <br />29.4 <br />7.9 <br />8.8 <br />9.0 <br />6.0 <br />6.6 <br />6.2 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />0.1 <br />0.1 <br />0.0 <br />4.7 <br />0.0 <br />0.2 <br />0.5 <br />0.2 <br />0.1 <br />0.0 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />%ile BackOfQ(50%),veh/In <br />0.0 <br />0.0 <br />0.0 <br />0.7 <br />0.0 <br />2.4 <br />0.0 <br />0.8 <br />1.2 <br />0.6 <br />0.4 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />30.3 <br />30.5 <br />30.5 <br />26.2 <br />26.9 <br />34.1 <br />7.9 <br />8.9 <br />9.4 <br />6.1 <br />6.6 <br />6.2 <br />LnGrp LOS <br />C <br />C <br />C <br />C <br />C <br />C <br />A <br />A <br />A <br />A <br />A <br />A <br />Approach Vol, veh/h <br />6 <br />241 <br />411 <br />355 <br />Approach Delay, s/veh <br />30.4 <br />30.8 <br />9.1 <br />6.4 <br />Approach LOS <br />C <br />C <br />A <br />A <br />Timer- Assigned Phs <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />Phs Duration (G+Y+Rc), s <br />9.3 <br />41.7 <br />8.8 <br />10.2 <br />5.0 <br />46.0 <br />4.8 <br />14.2 <br />Change Period (Y+Rc), s <br />4.5 <br />5.5 <br />4.5 <br />5.5 <br />4.5 <br />5.5 <br />4.5 <br />5.5 <br />Max Green Setting (Gmax), s <br />5.5 <br />20.5 <br />5.5 <br />18.5 <br />5.5 <br />20.5 <br />5.5 <br />18.5 <br />Max Q Clear Time (g_c+l 1), s <br />4.6 <br />5.5 <br />3.8 <br />2.1 <br />2.1 <br />3.7 <br />2.1 <br />7.9 <br />Green Ext Time (p-c), s <br />0.0 <br />1.6 <br />0.0 <br />0.0 <br />0.0 <br />0.8 <br />0.0 <br />0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />13.4 <br />HCM 6th LOS <br />B <br />2024 Opening - No Build 10:55 am 12/01/2022 Baseline Synchro 11 Report <br />Page 1 <br />