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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 />4 <br />2 <br />3 <br />154 <br />5 <br />200 <br />8 <br />388 <br />213 <br />216 <br />305 <br />8 <br />Future Volume (veh/h) <br />37 <br />21 <br />27 <br />154 <br />24 <br />200 <br />40 <br />388 <br />213 <br />216 <br />305 <br />35 <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 />40 <br />23 <br />29 <br />167 <br />26 <br />217 <br />43 <br />422 <br />232 <br />235 <br />332 <br />38 <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 />337 <br />257 <br />217 <br />775 <br />313 <br />265 <br />1 588 <br />1452 <br />647 <br />537 <br />1663 <br />742 <br />Arrive On Green <br />0.04 <br />0.14 <br />0.14 <br />0.07 <br />0.17 <br />0.17 <br />0.04 <br />0.41 <br />0.41 <br />0.10 <br />0.47 <br />0.47 <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 />40 <br />23 <br />29 <br />167 <br />26 <br />217 <br />43 <br />422 <br />232 <br />235 <br />332 <br />38 <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 />2.8 <br />0.8 <br />9.2 <br />1.0 <br />5.6 <br />7.1 <br />5.0 <br />3.8 <br />0.9 <br />Cycle Q Clear(g_c), s <br />1.3 <br />0.8 <br />1.1 <br />2.8 <br />0.8 <br />9.2 <br />1.0 <br />5.6 <br />7.1 <br />5.0 <br />3.8 <br />0.9 <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 />337 <br />257 <br />217 <br />775 <br />313 <br />265 <br />588 <br />1452 <br />647 <br />537 <br />1663 <br />742 <br />V/C Ratio(X) <br />0.12 <br />0.09 <br />0.13 <br />0.22 <br />0.08 <br />0.82 <br />0.07 <br />0.29 <br />0.36 <br />0.44 <br />0.20 <br />0.05 <br />Avail Cap(c_a), veh/h <br />397 <br />481 <br />408 <br />784 <br />481 <br />408 <br />644 <br />1452 <br />647 <br />575 <br />1663 <br />742 <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 />24.3 <br />26.4 <br />26.5 <br />23.2 <br />24.6 <br />28.1 <br />10.9 <br />13.9 <br />14.3 <br />9.4 <br />10.9 <br />10.1 <br />Incr Delay (d2), s/veh <br />0.2 <br />0.1 <br />0.3 <br />0.1 <br />0.1 <br />7.5 <br />0.1 <br />0.5 <br />1.5 <br />0.6 <br />0.3 <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 />0.5 <br />0.3 <br />0.4 <br />1.1 <br />0.4 <br />3.9 <br />0.3 <br />1.9 <br />2.6 <br />1.4 <br />1.2 <br />0.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />24.5 <br />26.5 <br />26.8 <br />23.3 <br />24.7 <br />35.6 <br />10.9 <br />14.4 <br />15.9 <br />9.9 <br />11.2 <br />10.3 <br />LnGrp LOS <br />C <br />C <br />C <br />C <br />C <br />D <br />B <br />B <br />B <br />A <br />B <br />B <br />Approach Vol, veh/h <br />92 <br />410 <br />697 <br />605 <br />Approach Delay, s/veh <br />25.7 <br />29.9 <br />14.7 <br />10.6 <br />Approach LOS <br />C <br />C <br />B <br />B <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 />11.5 <br />34.1 <br />9.3 <br />15.1 <br />7.3 <br />38.3 <br />7.2 <br />17.2 <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 />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 />7.0 <br />9.1 <br />4.8 <br />3.1 <br />3.0 <br />5.8 <br />3.3 <br />11.2 <br />Green Ext Time (p-c), s <br />0.1 <br />2.2 <br />0.0 <br />0.1 <br />0.0 <br />1.7 <br />0.0 <br />0.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />17.4 <br />HCM 6th LOS <br />B <br />2034 Future 3:52 pm 12/05/2022 Synchro 11 Report <br />Page 1 <br />