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Table 2-1: Existing Year (2025) Level of Service <br />10perations <br />by <br />•- <br />Intersection <br />AM Peak Hour <br />j PIVI Peak Hour <br />Left Through Right_ <br />Overall* <br />_MlThrough Right <br />Overall* <br />. <br />A (5.6) <br />EB <br />A (5.2) <br />Main Street <br />Round- <br />WB <br />A (3.8) <br />A (5.3) <br />& Sunset <br />Avenue <br />about <br />A (4.9) <br />A (5.1) <br />NB <br />A (3.9) <br />A (4.3) <br />SIB <br />Sunset <br />Side <br />EB <br />Avenue & <br />Street <br />WB <br />A (5.7) <br />A (2.8) <br />A (5.7) <br />A (5.3) <br />A (2.5) <br />A (5.3) <br />NB <br />A (0.5) <br />A (0.4) <br />A (0.7) <br />A (0.3) <br />Robinson <br />Stop <br />Drive <br />SB <br />A (0.7) <br />A (0.6) <br />A (0.9) <br />A (0.6) <br />Sunset <br />Side <br />EB <br />Avenue & <br />WB <br />A (7.6) <br />A (3.3) <br />A (7.6) <br />A (6.1) <br />A (2.7) <br />A (6.1) <br />NB <br />A (0.6) <br />A (0.2) <br />A (1.0) <br />A (0.7) <br />CenturyStreet <br />Stop <br />Trail <br />SB <br />A (0.8) <br />A (1.2) <br />A (1.0) <br />A (0.8) <br />EB <br />Sunset <br />Side <br />WB <br />A (6.7) <br />A (1.5) <br />A (2.4) <br />A (6.4) <br />A (0.8) <br />A (3.7) <br />Avenue & <br />Street <br />A (6.7) <br />A (6.4) <br />Lilac Street <br />Stop <br />NB <br />- <br />A (0.4) <br />A (0.1) <br />- <br />A (0.9) <br />A (0.4) <br />SB <br />A (1.7) <br />A (2.1) <br />- <br />A (1.8) <br />A (1.6) <br />- <br />EB <br />- <br />A (0.0) <br />A (0.0) <br />- <br />A (0.0) <br />A (0.4) <br />Pine Street <br />Side <br />WB <br />A (0.8) <br />A (0.3) <br />A (0.6) <br />A (0.2) <br />A (0.5) <br />& 4th <br />Street <br />A (7.4) <br />A (4.6) <br />Avenue <br />Stop <br />NB <br />A (6.3) <br />A (5.3) <br />A (3.4) <br />A (4.6) <br />A (4.5) <br />A (3.4) <br />SB <br />A (2.2) <br />A (7.4) <br />A (0.8) <br />EB <br />A (1.5) <br />A (2.8) <br />A (2.3) <br />A (5.1) <br />A (3.6) <br />A (3.5) <br />Main Street <br />Side <br />WB <br />A (7.6) <br />A (6.0) <br />A (5.8) <br />A (8.5) <br />A (7.4) <br />A (7.7) <br />& 4th <br />Street <br />B (10.5) <br />B (10.7) <br />Avenue <br />Stop <br />NB <br />A (6.9) <br />B (10.4) <br />A (3.3) <br />B (10.7) <br />A (7.1) <br />A (4.2) <br />SB <br />A (5.1) <br />B (10.5) <br />A (3.4) <br />A (8.6) <br />A (7.4) <br />A (3.2) <br />EB <br />A(1.2) <br />A(1.1) <br />A(0.2) <br />A(1.3) <br />A(1.3) <br />A(0.1) <br />4th Avenue <br />Side <br />WB <br />A (1.4) <br />A (1.0) <br />A (0.2) <br />A (1.1) <br />A (0.7) <br />A (0.2) <br />& Lilac <br />Street <br />B (10.5) <br />A (9.3) <br />Street <br />Stop <br />NB <br />A (3.1) <br />A (8.4) <br />A (1.7) <br />A (4.7) <br />A (9.3) <br />A (1.9) <br />SB <br />A (5.4) <br />B (10.5) <br />A (4.3) <br />A (3.4) <br />A (7.6) <br />A (2.8) <br />EB <br />A (4.0) <br />A (1.9) <br />B (10.0) <br />A (0.3) <br />A (1.8) <br />Lake Drive <br />Side <br />WB <br />& Pine <br />Street <br />A (4.0) <br />B (10.0) <br />Street <br />Stop <br />NB <br />A (1.3) <br />A (1.0) <br />A (1.8) <br />A (1.7) <br />SB <br />- <br />A (1.0) <br />A (0.1) <br />- <br />A (0.9) <br />A (0.6) <br />EB <br />B (18.9) <br />C (30.2) <br />B (11.2) <br />C (25.8) <br />C (34.0) <br />B (10.4) <br />Lake Drive <br />WB <br />C (23.2) <br />C (24.2) <br />A (5.1) <br />C (23.0) <br />C (30.7) <br />A (8.5) <br />& Main <br />Signal <br />B (19.9) <br />C (21.4) <br />Street <br />NB <br />B (19.0) <br />B (17.7) <br />A (4.4) <br />C (21.4) <br />C (23.7) <br />A (7.6) <br />SB <br />C (21.7) <br />C (21.0) <br />A (4.4) <br />B (19.6) <br />C (23.7) <br />A (6.4) <br />*Delay of worst movement is reported in place of overall delay at side -street stop -controlled intersections. <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 160 of 617 <br />