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09-21-2020-WS
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09-21-2020-WS
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Table E6. 2038 No Build AM MOEs <br /> <br />Table E7. 2038 No Build PM MOEs <br /> <br />Table E8. 2038 Build MOEs <br /> <br />L T R Total L T R L T R Delay LOS Delay LOS <br />Ave <br />Queue <br />Max <br />Queue Storage Ave <br />Queue <br />Max <br />Queue Storage Ave <br />Queue <br />Max <br />Queue Storage <br />NB 17 28 17 62 6 12 6 A B A 9 A NB 7 22 230 24 53 <br />WB 17 238 398 653 9 17 10 A C B 13 B WB 9 24 1000 57 137 63 153 200 <br />SB 475 105 39 619 32 18 12 D C B 28 D SB 149 223 200 102 374 <br />EB 28 138 11 177 10 11 7 B B A 11 B EB 15 57 70 38 94 <br />LOS by <br />MovementAppr <br />LOS by <br />Intersection <br />(Sec/Veh) <br />LOS by <br />Approach <br />(Sec/Veh)Appr Right-Turn <br />Average & Maximum Traffic Queueing (feet) <br />Left-Turn <br />Intersection <br />ControlLocation <br />ThroughForecast Volumes Total Delay by <br />Movement <br />19 C <br />All-Way Stop1: Old Snelling Ave & <br />County Rd E <br />L T R Total L T R L T R Delay LOS Delay LOS <br />Ave <br />Queue <br />Max <br />Queue Storage Ave <br />Queue <br />Max <br />Queue Storage Ave <br />Queue <br />Max <br />Queue Storage <br />NB 11 17 22 50 8 16 9 A C A 11 B NB 7 26 230 23 50 <br />WB 50 260 403 713 12 28 13 B D B 18 C WB 22 59 1000 84 216 80 190 200 <br />SB 420 144 33 597 158 109 98 F F F 143 F SB 207 225 200 628 1206 <br />EB 99 398 28 525 175 187 182 F F F 184 F EB 86 95 70 742 1343 <br />Intersection <br />Appr <br />ControlLocation Appr <br />Average & Maximum Traffic Queueing (feet) <br />Left-Turn Through Right-Turn <br />LOS by <br />Approach <br />(Sec/Veh) <br />Forecast Volumes Total Delay by <br />Movement <br />LOS by <br />Movement <br />LOS by <br />Intersection <br />(Sec/Veh)All-Way Stop1: Old Snelling Ave & <br />County Rd E 104 F <br />L T R Total Delay LOS Delay LOS Delay LOS Feet <br />NB 17 28 17 62 5 A 5 A 150 <br />WB 17 238 398 653 8 A 8 A 150 <br />SB 475 105 39 619 10 B 10 B 25 <br />EB 28 138 11 177 5 A 5 A 0 <br />NB 11 17 22 50 6 A 6 A 25 <br />WB 50 260 403 713 10 B 10 B 175 <br />SB 420 144 33 597 10 B 10 B 150 <br />EB 99 398 28 525 13 B 13 B 175Roundabout50% <br />95% <br />Queues <br />Confidence <br />Level <br />PM Peak 11 B <br />LOS by <br />Intersection <br />(Sec/Veh) <br />LOS by <br />Approach <br />(Sec/Veh)ControlPeak <br />Hour <br />RoundaboutAM Peak50% <br />Volumes <br />8A <br />LOS By Part of <br />Approach <br />Entry <br />Intersection <br />Appr
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