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Figure 46: I-94/Dayton Parkway Intersection Delay; AM Peak Hour - Improved Geometry <br />Existing Conditions <br />2040 No Build - Traditional <br />2040 Concept 3 - Traditional <br />2040 Concept 4 - Traditional <br />10 13 24 <br />11 14 <br />30 <br />14 17 <br />36 <br />12 18 <br />37 <br />September 11, 2021 <br />Page 75 <br />■ Brockton Ln <br />■ 1-94 EB Ramp <br />■ 1-94 WB Ramp <br />® CSAH 81 <br />i 200 250 <br />Intersection Delay (sec) <br />Figure 47: I-94/Dayton Parkway Intersection Delay; PM Peak Hour - Improved Geometry <br />Existing Conditions — 29 7 11 25 <br />2040 No Build - Traditional 45 9 12 32 <br />2040 Concept 3 - Traditional <br />57 13 18 38 <br />2040 Concept 4 - Traditional 68 16 19 <br />1 <br />Intersection Delay (sec) <br />■ Brockton Ln <br />■ I-94 EB Ramp <br />■ 1-94 WB Ramp <br />▪ CSAH81 <br />200 250 <br />Northwest Metro Mississippi River Crossing Feasibility Analysis <br />