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Table 5-4: Design Year (2045) Scenario 2 Level of Service <br />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 />Main Street <br />Round- <br />WBD <br />(31.2) <br />& Sunset <br />Avenue <br />about <br />NBA <br />(9.7) <br />7c(16.4) <br />D (33.0) <br />SB <br />B (10.6) <br />Sunset <br />Side <br />EB <br />Avenue & <br />Street <br />WB <br />A (4.2) <br />A (4.2) <br />A (5.3) <br />A (5.3) <br />NB <br />A (1.8) <br />A (1.1) <br />A (2.5) <br />A (1.7) <br />Robinson <br />Stop <br />Drive <br />SB <br />A(1.1) <br />- <br />A(0.8) <br />Sunset <br />Side <br />EB <br />Avenue & <br />Street <br />WB <br />A (5.3) <br />A (5.3) <br />A (6.7) <br />A (6.7) <br />NB <br />A (1.6) <br />A (0.3) <br />A (3.5) <br />A (2.2) <br />Century <br />Stop <br />Trail <br />SB <br />A(2.1) <br />A(1.1) <br />EB <br />- <br />- <br />Sunset <br />Round- <br />WB <br />A (4.2) <br />A (6.9) <br />Avenue & <br />Lilac Street <br />about <br />A (9.6) <br />NB <br />A (4.5) <br />B (12.6) <br />A (7.0) <br />SB <br />EB <br />A (2.0) <br />A (0.7) <br />A (1.3) <br />A (0.9) <br />Pine Street <br />Side <br />WB <br />A (1.8) <br />A (1.7) <br />- <br />A (3.0) <br />A (2.7) <br />A (0.8) <br />& 4th <br />Street <br />A (8.0) <br />A (4.5) <br />Avenue <br />Stop <br />NB <br />A (3.7) <br />A (3.3) <br />A (2.1) <br />A (4.5) <br />A (2.8) <br />A (2.5) <br />SB <br />A (2.1) <br />A (8.0) <br />- <br />A (1.7) <br />EB <br />A (5.8) <br />A (4.5) <br />Main Street <br />Side <br />D (33.4) <br />D (27.4) <br />C (22.7) <br />WB <br />A (7.7) <br />A (3.9) <br />& 4th <br />Street <br />iis <br />Avenue <br />Stop <br />NB <br />SB <br />EB <br />�� <br />A (1.8) <br />�� <br />A (2.1) <br />A (1.1) <br />C (17.3) <br />A (10.0) <br />B (14.6) <br />4th Avenue <br />Side <br />WB <br />A (2.0) <br />A (1.9) <br />A (0.7) <br />A (2.6) <br />A (8.1) <br />A (8.0) <br />& Lilac <br />Street <br />B (13.0) <br />C (17.3) <br />Street <br />Stop <br />NB <br />A (4.9) <br />B (11.0) <br />A (4.9) <br />A (8.6) <br />C (16.9) <br />A (8.3) <br />SB <br />A (8.8) <br />B (13.0) <br />A (5.1) <br />A (8.2) <br />A (9.2) <br />A (3.5) <br />EB <br />B (11.7) <br />A (7.4) <br />B (12.7) <br />A (4.8) <br />Lake Drive <br />Side <br />WB <br />- <br />- <br />& Pine <br />Street <br />B (11.7) <br />B (12.7) <br />Street <br />Stop <br />NB <br />A (2.2) <br />A (1.4) <br />A (3.2) <br />A (3.0) <br />SB <br />A (2.1) <br />A (0.9) <br />A (1.5) <br />A (0.8) <br />EB <br />D (27.3) <br />Lake Drive <br />Round- <br />WB <br />A (8.4) <br />& Main <br />Street <br />about <br />11 <br />NB <br />A(6.9) <br />SB <br />B (10.3) <br />C (17.4) <br />EB <br />A (5.3) <br />WB <br />A (5.3) <br />A (6.3) <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 181 of 617 <br />