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<br />Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br />10 <br /> <br />Table 3-2: Opening Year (2030) No-Build Level of Service <br />Intersection Control Approach <br />Operations by Movement <br />AM Peak Hour PM Peak Hour <br />Left Through Right Overall* Left Through Right Overall* <br />Main Street <br />& Sunset <br />Avenue <br />Round- <br />about <br />EB A (6.3) <br /> A (5.4) <br />A (5.2) <br /> A (5.4) WB A (4.0) A (4.5) <br />NB A (4.2) A (5.7) <br />SB - - <br />Sunset <br />Avenue & <br />Robinson Drive <br />Side <br />Street Stop <br />EB - - - <br />A (2.7) <br />- - - <br />A (2.7) WB - - A (2.7) - - A (2.7) <br />NB - A (0.6) A (0.4) - A (0.8) A (0.4) <br />SB - A (0.6) - - A (0.4) - <br />Sunset <br />Avenue & <br />Century <br />Trail <br />Side <br />Street <br />Stop <br />EB - - - <br />A (2.9) <br />- - - <br />A (3.0) WB - - A (2.9) - - A (3.0) <br />NB - A (0.8) A (0.3) - A (0.9) A (0.4) <br />SB - A (0.8) - - A (0.5) - <br />Sunset <br />Avenue & Lilac Street <br />Round- about <br />EB - <br /> A (5.2) <br /> - <br />A (4.4) WB A (3.4) A (3.9) <br />NB A (4.6) A (4.9) <br />SB A (5.7) A (3.9) <br />Pine Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB - A (0.0) A (0.0) <br />A (7.6) <br />- A (0.0) A (0.1) <br />A (4.9) WB A (1.5) A (0.2) - A (1.3) A (0.2) A (0.3) <br />NB A (3.9) A (5.9) A (1.7) A (4.7) A (4.9) A (3.6) <br />SB A (2.1) A (7.6) - - - A (0.9) <br />Main Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB A (3.8) A (2.8) A (2.2) <br />B (10.4) <br />A (4.9) A (3.8) A (2.4) <br />A (9.9) WB A (4.6) A (3.4) A (2.9) A (7.5) A (5.6) A (4.7) <br />NB A (6.6) A (7.9) A (3.9) A (9.9) A (7.7) A (5.6) <br />SB A (6.8) B (10.4) A (3.6) A (5.8) A (9.7) A (3.2) <br />4th Avenue <br />& Lilac <br />Street <br />Side <br />Street <br />Stop <br />EB A (1.0) A (1.2) A (0.6) <br />B (10.4) <br />A (2.7) A (1.3) A (0.3) <br />A (9.8) WB A (1.2) A (0.7) A (0.5) A (0.9) A (0.8) A (0.4) <br />NB A (3.0) A (8.9) A (3.0) A (3.4) A (8.9) A (1.8) <br />SB A (6.9) B (10.4) A (3.4) A (4.2) A (9.8) A (2.6) <br />Lake Drive <br />& Pine <br />Street <br />Side <br />Street <br />Stop <br />EB A (4.3) - A (2.1) <br />A (4.3) <br />A (5.6) A (0.6) A (2.1) <br />A (5.6) WB - - - - - - <br />NB A (1.5) A (0.7) - A (1.7) A (1.2) - <br />SB - A (1.1) A (0.4) - A (0.9) A (0.3) <br />Lake Drive <br />& Main <br />Street <br />Round- <br />about <br />EB A (6.8) <br /> A (6.0) <br />A (6.6) <br />A (9.2) WB A (5.7) A (9.6) <br />NB A (4.8) B (12.0) <br />SB A (6.2) A (6.5) <br />*Delay of worst movement is reported in place of overall delay at side-street stop-controlled intersections. <br /> <br />Page 191 of 679