6.9. SR 09-06-2011 - Laserfiche WebLink

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I~ J 1 r Ta ble 21- 6 - Existin 20 11 No-B uild Anal sis . . • ~ ~ 1 ~ 1 ~ ~ -. .~ - - ~ NB 4 A 9 A N '~ 173rd Ave and WB 22 C 4 A >200 26 D .y TH 10/169 SB 3 A 14 B ~ EB >200 >200 .~ NB 12 B 39 D .~ 171st Ave and WB 38 D 20 C 66 E 36 D ~, r TH 10/169 SB 19 B 25 C n EB 34 C 50 D ., N B 1 A 2 A m 165th Ave and WB 4 A 6 A >200 35 E ~, TH 10/169 SB 8 A 14 B ~ EB 0 A 0 A d NB 2 A 7 A 171st Ave and WB 1 A 2 A 1 A 2 A .~ Ulysses St SB 7 A 9 A ~ EB 1 A 1 A NB 2 A 2 A N '~ Twin Lakes Rd and WB 7 A 2 A 9 A 3 A .y ?~ C 171st Lane SB 1 A 1 A ~ EB 4 A 8 A m NB 1 A 1 A '~ Twin Lakes Rd and WB 6 A 1 A 8 A 2 A .N 175th Ave SB 0 A 0 A ~ EB 4 A 5 A TH 10 / 169 at 173rd Avenue -During the AM and PM peak hours the eastbound and westbound approaches are operating at LOS F with the overall intersection operating at A during the AM peak and D during the PM peak. The primary issues are with delays to the left turning vehicles turning off of TH 10 / 169 to 173rd Avenue. TH 10 / 169 at 171St Avenue -During the AM and PM peak hours all approaches are operating at LOS E or better with the overall intersection operating at LOS C in the AM peak hour and D in the PM peak hour. The left turn movements from TH 10 / 169 to 171St Avenue do experience delays, operating as an LOS F during the PM peak hour. TH 10 / 169 at 165th Avenue -During the PM peak hour the westbound approach operates at a LOS F however the overall intersection operates at LOS A in the AM peak hour and E in the PM peak hour. The primary issue is with delays to the left turning vehicles turning off of TH 10 / 169 to 165rd Avenue. All other study area intersections are operating at LOS A during both the AM and PM peak hours with the existing conditions. City of Elk River Draft Alternative Urban Areawide Review August 2011 Page 64 of 90