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September 11, 2021 <br />Page 57 <br />2040 Traffic Congestion Under Build Scenarios <br />Year 2040 traffic forecasts under Concept 1 and Concept 2 build scenarios reinforce the concept <br />effectiveness conclusions presented in Section V: Concept Development. In both cases, the <br />concepts are shown to be effective at reducing congestion on improved segments: Highway 10 in <br />Coon Rapids, Highway 101 at the Highway 101/1-94 interchange, and Highway 610 between <br />Highway 169 and Highway 252. However, 2040 traffic forecasts under Concept 1 and Concept 2 <br />build scenarios indicate no change to congestion at the Highway 169 river crossing or I-94. <br />Year 2040 traffic forecasts under Concept 3 and Concept 4 build scenarios indicate lower V/C ratios <br />on the Highway 169 river crossing and Highway 610 between Highway 169 and Highway 252, but <br />no change to congestion on Highway 10, Highway 101, and I-94. <br />Table 12: AM Peak Hour Congestion and Issues Under 2040 Build Scenarios <br />Highway Segment <br />Hwy 10 Coon Rapids <br />Hwy 101 1-94/101 Interchange Significantly Over <br />2040 NB V/C Concept 1 Concept 2 Concept 3 Concept 4 <br />Significantly Over Improved Improved No Change No Change <br />Hwy 169 <br />Hwy 610 <br />1-94 East of Hwy 610 <br />No Change No Change <br />Improved Improved No Change No Change <br />1 <br />No Change No Change <br />Improved Improved <br />No Change No Change <br />v..,� Capacity Hwy 169 Crossing Significantly Over Improved Improved <br />Hwy 169 to Hwy 252 Over Capacity Improved 1 Improved <br />Over Capacity I No Change No Change <br />Northwest Metro Mississippi River Crossing Feasibility Analysis <br />