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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 />3 <br />2 <br />2 <br />108 <br />3 <br />153 <br />6 <br />281 <br />160 <br />170 <br />211 <br />7 <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 />2 <br />2 <br />117 <br />3 <br />166 <br />7 <br />305 <br />174 <br />185 <br />229 <br />8 <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 />204 <br />138 <br />117 <br />627 <br />251 <br />212 <br />1 693 <br />1784 <br />796 <br />652 <br />2015 <br />899 <br />Arrive On Green <br />0.00 <br />0.07 <br />0.07 <br />0.06 <br />0.13 <br />0.13 <br />0.01 <br />0.50 <br />0.50 <br />0.07 <br />0.57 <br />0.57 <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 />2 <br />2 <br />117 <br />3 <br />166 <br />7 <br />305 <br />174 <br />185 <br />229 <br />8 <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 />0.1 <br />0.1 <br />2.1 <br />0.1 <br />7.1 <br />0.1 <br />3.3 <br />4.3 <br />3.2 <br />2.1 <br />0.2 <br />Cycle Q Clear(g_c), s <br />0.1 <br />0.1 <br />0.1 <br />2.1 <br />0.1 <br />7.1 <br />0.1 <br />3.3 <br />4.3 <br />3.2 <br />2.1 <br />0.2 <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 />204 <br />138 <br />117 <br />627 <br />251 <br />212 <br />693 <br />1784 <br />796 <br />652 <br />2015 <br />899 <br />V/C Ratio(X) <br />0.01 <br />0.01 <br />0.02 <br />0.19 <br />0.01 <br />0.78 <br />0.01 <br />0.17 <br />0.22 <br />0.28 <br />0.11 <br />0.01 <br />Avail Cap(c_a), veh/h <br />329 <br />481 <br />408 <br />653 <br />481 <br />408 <br />804 <br />1784 <br />796 <br />741 <br />2015 <br />899 <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 />29.8 <br />30.0 <br />30.1 <br />25.4 <br />26.3 <br />29.3 <br />8.4 <br />9.5 <br />9.8 <br />6.3 <br />7.0 <br />6.6 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />0.1 <br />0.1 <br />0.0 <br />6.2 <br />0.0 <br />0.2 <br />0.6 <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 />0.8 <br />0.0 <br />2.9 <br />0.0 <br />1.0 <br />1.5 <br />0.8 <br />0.6 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />29.8 <br />30.1 <br />30.1 <br />25.6 <br />26.3 <br />35.5 <br />8.4 <br />9.7 <br />10.4 <br />6.6 <br />7.1 <br />6.6 <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 />7 <br />286 <br />486 <br />422 <br />Approach Delay, s/veh <br />30.0 <br />31.3 <br />9.9 <br />6.9 <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 />9.7 <br />40.6 <br />9.0 <br />10.7 <br />5.1 <br />45.2 <br />4.8 <br />14.9 <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 />8.7 <br />18.3 <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 />5.2 <br />6.3 <br />4.1 <br />2.1 <br />2.1 <br />4.1 <br />2.1 <br />9.1 <br />Green Ext Time (p-c), s <br />0.1 <br />1.7 <br />0.0 <br />0.0 <br />0.0 <br />11.1 1 <br />0.0 <br />0.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />14.1 <br />HCM 6th LOS <br />B <br />2027 Future - No Build 2:08 pm 12/05/2022 Synchro 11 Report <br />Page 1 <br />