Laserfiche WebLink
<br />Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br />12 <br /> <br />Table 3-3: Design Year (2045) No-Build Level of Service – AM Peak Hour <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 (8.4) <br />A (7.6) <br />A (6.7) <br />A (6.5) WB A (7.6) A (7.0) <br />NB A (4.6) A (5.1) <br />SB - - <br />Sunset <br />Avenue & <br />Robinson Drive <br />Side <br />Street Stop <br />EB - - - <br />A (2.6) <br />- - - <br />A (2.5) WB - - A (2.6) - - A (2.5) <br />NB - A (0.8) A (0.6) - A (0.8) A (0.7) <br />SB - A (0.5) - - A (0.5) - <br />Sunset <br />Avenue & <br />Century <br />Trail <br />Side <br />Street <br />Stop <br />EB - - - <br />A (3.5) <br />- - - <br />A (3.3) WB - - A (3.5) - - A (3.3) <br />NB - A (1.0) A (0.2) - A (1.1) A (0.6) <br />SB - A (0.8) - - A (0.5) - <br />Sunset <br />Avenue & Lilac Street <br />Round-about <br />EB - <br /> A (5.1) <br /> - <br /> A (4.9) WB A (3.9) A (4.1) <br />NB A (5.8) A (5.6) <br />SB A (4.4) A (4.2) <br />Pine Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB - A (0.2) A (0.1) <br />A (4.6) <br />- A (0.0) A (0.2) <br />A (4.6) WB A (0.7) A (0.1) - A (1.8) A (0.4) A (0.7) <br />NB A (4.6) A (5.7) A (3.0) A (4.6) A (4.4) A (2.9) <br />SB A (2.5) A (7.8) - - - A (1.2) <br />Main Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB A (3.9) A (3.1) A (2.6) <br />B (10.6) <br />A (5.1) A (4.4) A (2.8) <br />B (11.9) WB A (5.4) A (4.4) A (3.9) A (7.0) A (6.3) A (5.4) <br />NB A (9.0) A (8.9) A (5.2) B (11.9) A (7.7) A (5.7) <br />SB A (6.1) B (10.6) A (4.5) B (10.1) B (10.5) A (3.1) <br />4th Avenue <br />& Lilac <br />Street <br />Side <br />Street <br />Stop <br />EB A (0.8) A (1.3) A (0.7) <br />B (10.7) <br />A (1.7) A (1.6) A (0.1) <br />A (9.5) WB A (1.5) A (1.2) A (0.3) A (1.1) A (0.9) A (0.4) <br />NB A (6.8) B (10.3) A (4.0) A (4.1) A (9.5) A (2.4) <br />SB A (6.4) B (10.7) A (4.0) A (4.1) A (9.1) A (3.0) <br />Lake Drive <br />& Pine <br />Street <br />Side <br />Street <br />Stop <br />EB A (5.9) - A (2.5) <br />A (5.9) <br />A (6.6) A (0.5) A (2.9) <br />A (6.6) WB - - - - - - <br />NB A (1.4) A (0.9) - A (2.3) A (1.4) - <br />SB - A (1.2) A (0.5) - A (1.1) A (0.7) <br />Lake Drive <br />& Main <br />Street <br />Round- <br />about <br />EB A (9.0) <br /> A (7.4) <br />A (8.6) <br />C (17.1) WB A (6.8) C (16.4) <br />NB A (5.3) D (27.1) <br />SB A (7.6) A (8.5) <br />*Delay of worst movement is reported in place of overall delay at side-street stop-controlled intersections. <br />Page 193 of 679