12-21-2020-WS - Laserfiche WebLink

Home Browse Search

Table E1. 2018 Existing AM MOEs Table E2. 2018 Existing PM MOEs Table E3. 2018 Study No Build AM MOEs Table E4. 2018 Study No Build PM MOEs Table E5. 2018 Study Build MOEs L T R Total L T R L T R Delay LOS Delay LOS Ave Queue Max Queue Storage Ave Queue Max Queue Storage Ave Queue Max Queue Storage NB 14 23 23 60 5 9 4 A A A 6 A NB 7 26 230 21 40 WB 15 187 239 441 6 11 6 A B A 8 A WB 8 27 1000 37 79 34 77 200 SB 242 73 39 354 8 11 5 A B A 8 A SB 48 86 200 37 67 EB 28 103 8 139 6 8 4 A A A 7 A EB 14 38 70 30 60 LOS by MovementAppr LOS by Intersection (Sec/Veh) LOS by Approach (Sec/Veh)Appr Right-Turn Average & Maximum Traffic Queueing (feet) Left-Turn Intersection ControlLocation ThroughForecast Volumes Total Delay by Movement 8 A All-Way Stop1: Old Snelling Ave & County Rd E L T R Total L T R L T R Delay LOS Delay LOS Ave Queue Max Queue Storage Ave Queue Max Queue Storage Ave Queue Max Queue Storage NB 7 11 12 30 6 11 4 A B A 7 A NB 4 25 230 14 32 WB 32 148 345 525 8 12 8 A B A 9 A WB 15 39 1000 33 68 52 110 200 SB 245 81 26 352 10 12 5 B B A 10 B SB 57 126 200 39 77 EB 60 311 19 390 11 15 12 B C B 14 B EB 34 94 70 77 199 Intersection Appr ControlLocation Appr Average & Maximum Traffic Queueing (feet) Left-Turn Through Right-Turn LOS by Approach (Sec/Veh) Forecast Volumes Total Delay by Movement LOS by Movement LOS by Intersection (Sec/Veh)All-Way Stop1: Old Snelling Ave & County Rd E 11 B L T R Total L T R L T R Delay LOS Delay LOS Ave Queue Max Queue Storage Ave Queue Max Queue Storage Ave Queue Max Queue Storage NB 15 25 15 55 5 11 6 A B A 8 A NB 8 22 230 21 53 WB 15 215 360 590 9 15 9 A C A 11 B WB 8 27 1000 49 111 56 139 200 SB 430 95 35 560 16 14 8 C B A 15 C SB 96 200 200 44 124 EB 25 125 10 160 9 11 6 A B A 10 B EB 13 55 70 35 91 12 B All-Way Stop1: Old Snelling Ave & County Rd E LOS by Intersection (Sec/Veh) LOS by Approach (Sec/Veh)Appr Right-Turn Average & Maximum Traffic Queueing (feet) Left-Turn Intersection ControlLocation ThroughForecast Volumes Total Delay by Movement LOS by MovementAppr L T R Total L T R L T R Delay LOS Delay LOS Ave Queue Max Queue Storage Ave Queue Max Queue Storage Ave Queue Max Queue Storage NB 10 15 20 45 8 15 9 A C A 11 B NB 6 22 230 21 56 WB 45 235 365 645 12 21 12 B C B 15 C WB 21 62 1000 64 154 68 147 200 SB 380 130 30 540 74 40 33 F E D 64 F SB 168 224 200 237 606 EB 90 360 25 475 43 56 51 E F F 53 F EB 77 95 70 229 460 LOS by Approach (Sec/Veh) Forecast Volumes Total Delay by Movement LOS by Movement LOS by Intersection (Sec/Veh)All-Way Stop1: Old Snelling Ave & County Rd E 41 E Intersection Appr ControlLocation Appr Average & Maximum Traffic Queueing (feet) Left-Turn Through Right-Turn L T R Total Delay LOS Delay LOS Delay LOS Feet NB 15 25 15 55 5 A 5 A 100 WB 15 215 360 590 7 A 7 A 125 SB 430 95 35 560 8 A 8 A 25 EB 25 125 10 160 5 A 5 A 0 NB 10 15 20 45 5 A 5 A 25 WB 45 235 365 645 8 A 8 A 150 SB 380 130 30 540 8 A 8 A 125 EB 90 360 25 475 10 B 10 B 125 7 A LOS By Part of Approach Entry Intersection Appr Roundabout50% 95% Queues Confidence Level PM Peak 8 A LOS by Intersection (Sec/Veh) LOS by Approach (Sec/Veh)ControlPeak Hour RoundaboutAM Peak50% Volumes