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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 />23 <br />12 <br />16 <br />91 <br />12 <br />129 <br />21 <br />238 <br />135 <br />144 <br />178 <br />19 <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 />25 <br />13 <br />17 <br />99 <br />13 <br />140 <br />23 <br />259 <br />147 <br />157 <br />193 <br />21 <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 />262 <br />158 <br />134 <br />626 <br />221 <br />187 <br />733 <br />1779 <br />793 <br />676 <br />1929 <br />861 <br />Arrive On Green <br />0.03 <br />0.08 <br />0.08 <br />0.06 <br />0.12 <br />0.12 <br />0.03 <br />0.50 <br />0.50 <br />0.07 <br />0.54 <br />0.54 <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 />25 <br />13 <br />17 <br />99 <br />13 <br />140 <br />23 <br />259 <br />147 <br />157 <br />193 <br />21 <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 />0.9 <br />0.4 <br />0.7 <br />1.8 <br />0.4 <br />6.0 <br />0.4 <br />2.7 <br />3.6 <br />2.9 <br />1.8 <br />0.4 <br />Cycle Q Clear(g_c), s <br />0.9 <br />0.4 <br />0.7 <br />1.8 <br />0.4 <br />6.0 <br />0.4 <br />2.7 <br />3.6 <br />2.9 <br />1.8 <br />0.4 <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 />262 <br />158 <br />134 <br />626 <br />221 <br />187 <br />733 <br />1779 <br />793 <br />676 <br />1929 <br />861 <br />V/C Ratio(X) <br />0.10 <br />0.08 <br />0.13 <br />0.16 <br />0.06 <br />0.75 <br />0.03 <br />0.15 <br />0.19 <br />0.23 <br />0.10 <br />0.02 <br />Avail Cap(c_a), veh/h <br />357 <br />494 <br />419 <br />687 <br />494 <br />419 <br />827 <br />1779 <br />793 <br />695 <br />1929 <br />861 <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 />28.0 <br />29.5 <br />29.6 <br />26.3 <br />27.4 <br />29.9 <br />8.0 <br />9.4 <br />9.6 <br />7.0 <br />7.7 <br />7.4 <br />Incr Delay (d2), s/veh <br />0.2 <br />0.2 <br />0.4 <br />0.1 <br />0.1 <br />5.9 <br />0.0 <br />0.2 <br />0.5 <br />0.2 <br />0.1 <br />0.1 <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 />0.4 <br />0.2 <br />0.3 <br />0.7 <br />0.2 <br />2.5 <br />0.1 <br />0.8 <br />1.2 <br />0.8 <br />0.5 <br />0.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />28.1 <br />29.8 <br />30.1 <br />26.4 <br />27.5 <br />35.7 <br />8.0 <br />9.6 <br />10.1 <br />7.2 <br />7.8 <br />7.5 <br />LnGrp LOS <br />C <br />C <br />C <br />C <br />C <br />D <br />A <br />A <br />B <br />A <br />A <br />A <br />Approach Vol, veh/h <br />55 <br />252 <br />429 <br />371 <br />Approach Delay, s/veh <br />29.1 <br />31.6 <br />9.7 <br />7.5 <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 />40.5 <br />8.8 <br />11.4 <br />6.3 <br />43.5 <br />6.4 <br />13.8 <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 />4.9 <br />5.6 <br />3.8 <br />2.7 <br />2.4 <br />3.8 <br />2.9 <br />8.0 <br />Green Ext Time (p-c), s <br />0.0 <br />1.6 <br />0.0 <br />0.0 <br />0.0 <br />0.9 <br />0.0 <br />0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />14.9 <br />HCM 6th LOS <br />B <br />2024 Opening 10:55 am 12/01/2022 Baseline Synchro 11 Report <br />Page 1 <br />