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HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />3: N Fairview Street <br />& W <br />12th Street <br />01/23/2018 <br />Intersection <br />Int Delay, s/veh 0.2 <br />Movement EBL <br />EBR <br />NBL NBT <br />SBT <br />SBR <br />Lane Configurations Y <br />Vi t+ <br />t+ <br />r <br />Traffic Vol, veh/h 4 <br />14 <br />6 1351 <br />1692 <br />2 <br />Future Vol, veh/h 4 <br />14 <br />6 1351 <br />1692 <br />2 <br />Conflicting Peds, #/hr 0 <br />0 <br />0 0 <br />0 <br />0 <br />Sign Control Stop <br />Stop <br />Free Free <br />Free <br />Free <br />RT Channelized - <br />None <br />- None <br />None <br />Storage Length 0 <br />25 - <br />110 <br />Veh in Median Storage, # 1 <br />- 0 <br />0 <br />- <br />Grade, % 0 <br />- <br />- 0 <br />0 <br />- <br />Peak Hour Factor 96 <br />96 <br />96 96 <br />96 <br />96 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 <br />2 <br />2 <br />Mvmt Flow 4 <br />15 <br />6 1407 <br />1763 <br />2 <br />- <br />Major/Minor Mini <br />Majorl Major2 <br />- <br />Conflicting Flow All 2479 <br />882 <br />1765 0 <br />- <br />0 <br />Stage 1 1763 <br />- <br />- - <br />- <br />- <br />Stage 2 716 <br />- <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - <br />- <br />- <br />- <br />Critical Hdwy Stg 1 5.84 <br />- <br />- <br />Critical Hdwy Stg 2 5.84 <br />- <br />- <br />Follow-up Hdwy 3.52 <br />3.32 <br />2.22 - <br />- <br />- <br />Pot Cap-1 Maneuver 24 <br />289 <br />350 <br />Stage 1 123 <br />- <br />- <br />Stage 2 445 <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />Mov Cap-1 Maneuver 24 <br />289 <br />350 <br />Mov Cap-2 Maneuver 94 <br />- <br />- <br />Stage 1 121 <br />Stage 2 445 <br />- <br />- - <br />- <br />- <br />Approach EB <br />NB <br />SIB <br />- <br />HCM Control Delay, s 25.1 <br />0.1 <br />0 <br />- <br />HCM LOS D <br />Minor Lane/MajorMvmt <br />NBL <br />NBTEBLn1 <br />SET <br />SBR <br />Capacity (veh/h) <br />350 <br />- 198 <br />- <br />- <br />HCM Lane V/C Ratio <br />0,018 <br />0.095 <br />HCM Control Delay (s) <br />15.5 <br />25.1 <br />- <br />HCM Lane LOS <br />C <br />- D <br />- <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.3 <br />5:00 pm 01/23/2018 Existing - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 2 <br />HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />4: N Fairview Street <br />& W 9th Street <br />01/23/2018 <br />Intersection <br />Int Delay, s/veh <br />6.5 <br />Movement <br />Lane Configurations <br />4, <br />4 <br />W. <br />Vi <br />Tt <br />Traffic Vol, veh/h <br />6 <br />3 <br />52 <br />3 <br />1 <br />20 <br />30 1339 <br />34 <br />61 <br />1636 <br />11 <br />- <br />Future Vol, veh/h <br />6 <br />3 <br />52 <br />3 <br />1 <br />20 <br />30 1339 <br />34 <br />61 <br />1636 <br />11 <br />Conflicting Peds, Whir <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />_ <br />Sign Control <br />Stop <br />Stop <br />Stop <br />Stop <br />Stop <br />Stop <br />Free Free <br />Free <br />Free <br />Free <br />Free <br />RT Channelized <br />None <br />None <br />- <br />None <br />- <br />None <br />Storage Length <br />55 <br />95 <br />145 <br />Veh in Median Storage, <br /># - <br />0 <br />0 <br />0 <br />- <br />0 <br />- <br />Grade, % <br />- <br />0 <br />- <br />- <br />0 <br />- <br />- 0 <br />- <br />- <br />0 <br />- <br />Peak Hour Factor <br />98 <br />98 <br />98 <br />98 <br />98 <br />98 <br />98 98 <br />98 <br />98 <br />98 <br />98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 <br />2 <br />Mvmt Flow <br />6 <br />3 <br />53 <br />3 <br />1 <br />20 <br />31 1366 <br />35 <br />62 <br />1669 <br />11 <br />Major/Minor Minor2 <br />Minorl <br />Majorl <br />Major2 <br />Conflicting Flow All <br />2402 <br />3256 <br />835 <br />2406 <br />3250 <br />701 <br />1680 0 <br />0 <br />1401 <br />0 <br />0 <br />Stage <br />1793 <br />1793 <br />- <br />1446 <br />1446 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Stage 2 <br />609 <br />1463 <br />- <br />960 <br />1804 <br />- <br />- <br />Critical Hdwy <br />6.99 <br />6.54 <br />6.94 <br />6.99 <br />6.54 <br />7.14 <br />4.14 - <br />- <br />5.34 <br />- <br />- <br />Critical Hdwy Stg 1 <br />6.54 <br />5.54 <br />- <br />7.34 <br />5.54 <br />- <br />- <br />- <br />Critical Hdwy Stg 2 <br />6.74 <br />5.54 <br />- <br />6.54 <br />5.54 <br />- <br />- <br />- <br />Follow-up Hdwy <br />3.67 <br />4.02 <br />3.32 <br />3.67 <br />4.02 <br />3.92 <br />2.22 - <br />- <br />3.12 <br />- <br />- <br />Pot Cap-1 Maneuver <br />25 <br />9 <br />311 <br />25 <br />9 <br />327 <br />377 <br />249 <br />Stage 1 <br />82 <br />131 <br />- <br />98 <br />195 <br />- <br />- <br />- <br />Stage 2 <br />421 <br />191 <br />- <br />269 <br />130 <br />- <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />16 <br />6 <br />311 <br />10 <br />6 <br />327 <br />377 <br />249 <br />Mov Cap-2 Maneuver <br />16 <br />6 <br />- <br />10 <br />6 <br />- <br />- <br />- <br />Stage 1 <br />75 <br />98 <br />90 <br />179 <br />Stage 2 <br />360 <br />175 <br />- <br />162 <br />98 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Approach <br />EB <br />SB <br />- <br />HCM Control Delay, s <br />249 <br />156 <br />0.3 <br />0.9 <br />HCM LOS <br />F <br />F <br />Minor Lane/MajorMvmt <br />NBL <br />NBT <br />NBREBLn1WBLnl <br />SBL SET <br />SBR <br />- <br />Capacity (veh/h) <br />377 <br />- <br />- <br />59 <br />45 <br />249 - <br />- <br />HCM Lane V/C Ratio <br />0,081 <br />1.055 <br />0.544 <br />0.25 <br />HCM Control Delay (s) <br />15.4 <br />249 <br />156 <br />24.2 <br />- <br />HCM Lane LOS <br />C <br />- <br />- <br />F <br />F <br />C - <br />- <br />HCM 95th %tile Q(veh) <br />0.3 <br />5 <br />2 <br />1 <br />i <br />5:00 pm 01/23/2018 Existing - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />