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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�j <br />t <br />r <br />�j <br />tt <br />r <br />tt <br />r <br />Traffic Volume (veh/h) <br />3 <br />2 <br />2 <br />108 <br />3 <br />153 <br />6 <br />281 <br />160 <br />170 <br />211 <br />7 <br />Future Volume (veh/h) <br />36 <br />21 <br />26 <br />108 <br />22 <br />153 <br />38 <br />281 <br />160 <br />170 <br />211 <br />34 <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 />39 <br />23 <br />28 <br />117 <br />24 <br />166 <br />41 <br />305 <br />174 <br />185 <br />229 <br />37 <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 />309 <br />204 <br />173 <br />685 <br />253 <br />214 <br />1 685 <br />1636 <br />730 <br />622 <br />1783 <br />795 <br />Arrive On Green <br />0.04 <br />0.11 <br />0.11 <br />0.06 <br />0.14 <br />0.14 <br />0.04 <br />0.46 <br />0.46 <br />0.08 <br />0.50 <br />0.50 <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 />39 <br />23 <br />28 <br />117 <br />24 <br />166 <br />41 <br />305 <br />174 <br />185 <br />229 <br />37 <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 />1.3 <br />0.8 <br />1.1 <br />2.0 <br />0.8 <br />7.1 <br />0.8 <br />3.5 <br />4.7 <br />3.7 <br />2.4 <br />0.8 <br />Cycle Q Clear(g_c), s <br />1.3 <br />0.8 <br />1.1 <br />2.0 <br />0.8 <br />7.1 <br />0.8 <br />3.5 <br />4.7 <br />3.7 <br />2.4 <br />0.8 <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 />309 <br />204 <br />173 <br />685 <br />253 <br />214 <br />685 <br />1636 <br />730 <br />622 <br />1783 <br />795 <br />V/C Ratio(X) <br />0.13 <br />0.11 <br />0.16 <br />0.17 <br />0.09 <br />0.77 <br />0.06 <br />0.19 <br />0.24 <br />0.30 <br />0.13 <br />0.05 <br />Avail Cap(c_a), veh/h <br />371 <br />481 <br />408 <br />710 <br />481 <br />408 <br />743 <br />1636 <br />730 <br />694 <br />1783 <br />795 <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 />26.0 <br />28.1 <br />28.3 <br />24.8 <br />26.5 <br />29.2 <br />9.0 <br />11.1 <br />11.4 <br />8.2 <br />9.3 <br />8.9 <br />Incr Delay (d2), s/veh <br />0.2 <br />0.2 <br />0.4 <br />0.1 <br />0.2 <br />5.9 <br />0.0 <br />0.3 <br />0.8 <br />0.3 <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 />0.6 <br />0.3 <br />0.4 <br />0.8 <br />0.3 <br />2.9 <br />0.2 <br />1.1 <br />- 1.6 <br />1.0 <br />0.7 <br />0.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />26.2 <br />28.4 <br />28.7 <br />24.9 <br />26.7 <br />35.1 <br />9.0 <br />11.4 <br />12.2 <br />8.4 <br />9.4 <br />9.0 <br />LnGrp LOS <br />C <br />C <br />C <br />C <br />C <br />D <br />A <br />B <br />B <br />A <br />A <br />A <br />Approach Vol, veh/h <br />90 <br />307 <br />520 <br />451 <br />Approach Delay, s/veh <br />27.5 <br />30.5 <br />11.5 <br />9.0 <br />Approach LOS <br />C <br />C <br />B <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 />10.1 <br />37.7 <br />9.0 <br />13.1 <br />7.2 <br />40.6 <br />7.2 <br />15.0 <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 />8.5 <br />18.5 <br />5.0 <br />18.0 <br />5.0 <br />22.0 <br />5.0 <br />18.0 <br />Max Q Clear Time (g_c+l 1), s <br />5.7 <br />6.7 <br />4.0 <br />3.1 <br />2.8 <br />4.4 <br />3.3 <br />9.1 <br />Green Ext Time (p-c), s <br />0.1 <br />1.7 <br />0.0 <br />0.1 <br />0.0 <br />1.2 <br />0.0 <br />0.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />16.0 <br />HCM 6th LOS <br />B <br />2027 Full Build 2:08 pm 12/05/2022 Synchro 11 Report <br />Page 1 <br />