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September 10, 2021 <br />Page 5 <br />Figure 47: I-94/Dayton Parkway Intersection Delay; PM Peak Hour — Improved Geometry 75 <br />Figure 48: I-94/Dayton Parkway Intersection Delay with Increased Telecommuting; AM Peak Hour — <br />Existing Geometry 76 <br />Figure 49: I-94/Dayton Parkway Intersection Delay with Increased Telecommuting; PM Peak Hour — <br />Existing Geometry 76 <br />Figure 50: Hwy 10/Armstrong Boulevard Interchange 77 <br />Figure 51: Hwy 10/Armstrong Boulevard Intersection Delay; AM Peak Hour — Existing Geometry 78 <br />Figure 52: Hwy 10/Armstrong Boulevard Intersection Delay; PM Peak Hour — Existing Geometry 78 <br />Figure 53: Hwy 10/Armstrong Boulevard Intersection Delay; AM Peak Hour — Improved Geometry 79 <br />Figure 54: Hwy 10/Armstrong Boulevard Intersection Delay; PM Peak Hour — Improved Geometry 79 <br />Figure 55: Hwy 10/Armstrong Blvd Intersection Delay with Increased Telecommuting; AM Peak Hour — <br />Existing Geometry 80 <br />Figure 56: Hwy 10/Armstrong Blvd Intersection Delay with Increased Telecommuting; PM Peak Hour — <br />Existing Geometry 80 <br />Figure 57: Hwy 10/Armstrong Blvd. Intersection Delay with Increased Telecommuting; AM Peak Hour — <br />Improved Geometry 81 <br />Figure 58: Hwy 10/Armstrong Blvd. Intersection Delay with Increased Telecommuting; PM Peak Hour — <br />Improved Geometry 81 <br />Figure 59: US 169 NearSouth of the Mississippi River 82 <br />Figure 60: Highway 169 Year 2040 Northbound Volume Profile 83 <br />Figure 61: Highway 169 Year 2040 Southbound Volume Profile 83 <br />Figure 62: Highway 169 Year 2040 Congestion 84 <br />Figure 63: Highway 169 Year 2040 Northbound Volume Profile; Increased Telecommuting 85 <br />Figure 64: Highway 169 Year 2040 Southbound Volume Profile; Increased Telecommuting 85 <br />Figure 65: Highway 169 Year 2040 Congestion 86 <br />Figure 66: Illustrative Mississippi River Crossing Implementation Timeline 91 <br />Northwest Metro Mississippi River Crossing Feasibility Analysis <br />