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Operations <br />by <br />• - <br />Intersection <br />Control <br />Approach <br />AM Peak Hour <br />PM Peak Hour <br />Left Through Right <br />Overall* <br />Left Through Right <br />Overall* <br />EB <br />- <br />- <br />Sunset <br />Avenue & <br />Lilac Street <br />Round- <br />about <br />C (21.9) <br />A (8.9) <br />WB <br />A (4.1) <br />A (6.1) <br />NB <br />A (4.3) <br />B (11.4) <br />SB <br />D (30.1) <br />A (6.4) <br />EB <br />- <br />A (2.5) <br />A (1.2) <br />- <br />A (1.5) <br />A (0.9) <br />Pine Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />A (8.4) <br />A (6.9) <br />WB <br />A (2.5) <br />A (1.3) <br />- <br />A (2.8) <br />A (2.4) <br />A (0.4) <br />NB <br />A (4.2) <br />A (4.8) <br />A (2.3) <br />A (6.9) <br />A (4.9) <br />A (4.6) <br />SB <br />A (3.3) <br />A (8.4) <br />A (1.1) <br />EB <br />A (3.1) <br />A (3.8) <br />Main Street <br />& 4th <br />Avenue <br />Round- <br />about <br />(2x1) <br />A (3.8) <br />A (4.7) <br />WB <br />A (2.2) <br />A (4.4) <br />NB <br />A (5.2) <br />A (6.5) <br />SB <br />A (6.2) <br />A (7.1) <br />EB <br />A (1.7) <br />A (2.0) <br />A (0.7) <br />A (3.7) <br />A (3.1) <br />A (0.8) <br />4th Avenue <br />& Lilac <br />Street <br />Side <br />Street <br />Stop <br />C (15.5) <br />B (14.3) <br />WB <br />A (2.2) <br />A (2.3) <br />A (0.8) <br />A (2.3) <br />A (3.0) <br />A (1.1) <br />NB <br />A (5.8) <br />B (11.0) <br />A (2.7) <br />A (7.9) <br />B (14.2) <br />A (7.9) <br />SB <br />B (11.9) <br />C (15.5) <br />A (7.4) <br />B (11.3) <br />B (14.3) <br />A (6.2) <br />EB <br />B (10.5) <br />- <br />A (6.9) <br />B (12.5) <br />- <br />A (6.1) <br />Lake Drive <br />& Pine <br />Street <br />Side <br />Street <br />Stop <br />B (10.5) <br />B (12.5) <br />WB <br />_ <br />_ <br />NB <br />A (2.5) <br />A (1.5) <br />_ <br />A (3.3) <br />A (3.3) <br />SB <br />A (2.0) <br />A (0.8) <br />A (1.6) <br />A (0.7) <br />Lake Drive <br />& Main <br />Street <br />Round- <br />about <br />(Multi- <br />Lane) <br />EB <br />B (14.3) <br />B (10.4) <br />A (7.8) <br />C (19.5) <br />WB <br />A (7.8) <br />D (27.7) <br />NB <br />A (6.1) <br />C (24.8) <br />SB <br />A (9.5) <br />B (11.7) <br />EB <br />- <br />- <br />Sunset <br />Avenue & <br />Access A <br />Side <br />Street <br />Stop <br />A (4.0) <br />A (5.1) <br />WB <br />A (4.0) <br />A (5.1) <br />NB <br />A (1.4) <br />A (0.5) <br />A (2.0) <br />A (0.6) <br />SB <br />A (1.6) <br />A (1.5) <br />- <br />EB <br />A (0.4) <br />A (0.2) <br />A (0.9) <br />A (0.6) <br />Main Street <br />& Access B <br />Side <br />Street <br />Stop <br />A (4.5) <br />A (5.1) <br />WB <br />A (0.4) <br />A (0.2) <br />A (0.6) <br />A (0.2) <br />NB <br />A (3.9) <br />A (4.7) <br />SB <br />A (4.5) <br />A (5.1) <br />EB <br />A (2.5) <br />A (4.2) <br />Main Street <br />& Access C <br />Round- <br />about2 <br />A (3.4) <br />A (4.4) <br />WB <br />A (2.6) <br />A (4.0) <br />NB <br />A (6.1) <br />A (6.9) <br />SB <br />A (5.6) <br />A (6.1) <br />Main Street <br />& Access D <br />Side <br />Street <br />Stop <br />EB <br />A (0.4) <br />A (0.1) <br />A (3.6) <br />A (0.7) <br />A (0.4) <br />A (4.7) <br />WB <br />A (0.4) <br />A (0.1) <br />A (1.0) <br />A (0.5) <br />NB <br />- <br />A (3.6) <br />- <br />A (3.9) <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 174 of 617 <br />