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Operations <br />by <br />. - <br />Intersection <br />Control <br />Approach <br />AM Peak <br />Hour <br />PM Peak <br />Hour <br />Left <br />Through <br />Right <br />Overall* <br />Left <br />Through <br />Right <br />Overall* <br />Sunset <br />Side <br />NB <br />A (2.0) <br />A (0.6) <br />A (3.4) <br />A (0.9) <br />Avenue & <br />Street <br />Access A <br />Stop <br />SB <br />A (1.6) <br />A (1.5) <br />- <br />EB <br />A (2.1) <br />A (0.6) <br />A (3.9) <br />A (1.6) <br />Main Street <br />Side <br />WB <br />A (2.1) <br />A (1.3) <br />B (10.0) <br />A (7.5) <br />& Access B <br />Street <br />Stop <br />A (8.4) <br />C (15.2) <br />NB <br />- <br />A (8.4) <br />C (15.2) <br />SB <br />A (6.3) <br />B (10.4) <br />EB <br />A (9.3) <br />WB <br />A (7.1) <br />Main Street <br />Round- <br />A (7.9) <br />NB <br />A (6.8) <br />& Access C <br />about <br />A (7.3) <br />SB <br />A (5.5) <br />A (7.1) <br />EB <br />A (5.5) <br />A (4.0) <br />- <br />4th Avenue <br />Side <br />Street <br />A (5.5) <br />WB <br />_ <br />NB <br />A (2.3) <br />A (1.8) <br />_ <br />& Access E <br />Stop <br />SB <br />A (2.9) <br />A (2.4) <br />A (1.2) <br />A (0.8) <br />EB <br />D (26.4) <br />D (31.8) <br />If <br />4th Avenue <br />Side <br />Street <br />D (31.8) <br />WB <br />NB <br />A (3.3) <br />A (2.2) <br />A (1.5) <br />A (1.3) <br />& Access F <br />Stop <br />SB <br />- <br />B(12.4) <br />A(0.3) <br />If <br />EB <br />A (5.6) <br />- <br />A (3.4) <br />If <br />4th Avenue <br />Side <br />Street <br />A (5.6) <br />WB <br />N B <br />A (1.2) <br />A (0.7) <br />A (1.5) <br />A (1.4) <br />& Access G <br />Stop <br />SB <br />A(1.2) <br />A(0.9) <br />11 <br />EB <br />A (0.4) <br />A (0.6) <br />Pine Street <br />Side <br />WB <br />A (1.4) <br />A (2.0) <br />& Access H <br />Street <br />Stop <br />A (3.1) <br />A (3.0) <br />NB <br />A (3.1) <br />A (3.0) <br />SB <br />- <br />- <br />- <br />*Delay of worst movement is reported in place of overall delay at side -street stop -controlled intersections. <br />5.6. DESIGN YEAR (2045) SCENARIO 2 MITIGATED CAPACITY ANALYSIS <br />Based on the operational deficiencies in the unmitigated scenario, the following mitigation measures are <br />recommended for the Design Year (2045) Scenario 2 conditions: <br />• Install a roundabout at Main Street & 41h Avenue <br />• Expand Main Street to 4 lanes west of Lake Drive <br />o This includes converting all roundabouts along Main Street (at Sunset Avenue, Access C, <br />and 41h Avenue) to 2x1 roundabouts. <br />• Expand Main Street & Lake Drive roundabout to accommodate northbound left -turn traffic. <br />o The roundabout is anticipated to require two northbound entry lanes, two exit lanes on the <br />west leg, and a bypass lane for the eastbound approach. <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 182 of 617 <br />