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<br />17 Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br /> <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 />SB A (7.7) B (10.9) A (2.9) C (17.0) C (15.0) A (6.1) <br />4th Avenue <br />& Lilac <br />Street <br />Side <br />Street <br />Stop <br />EB A (1.8) A (1.4) A (0.6) <br />A (9.8) <br />A (1.7) A (1.2) A (0.6) <br />A (9.7) WB A (1.6) A (1.2) A (0.5) A (1.0) A (1.3) A (0.5) <br />NB A (4.8) A (8.2) A (1.8) A (3.3) A (9.7) A (2.4) <br />SB A (5.3) A (9.8) A (2.9) A (4.2) A (8.4) A (2.3) <br />Lake Drive <br />& Pine <br />Street <br />Side <br />Street <br />Stop <br />EB A (5.6) - A (3.6) <br />A (5.6) <br />A (5.5) - A (3.0) <br />A (5.5) WB - - - - - - <br />NB A (2.1) A (0.9) - A (1.8) A (1.4) - <br />SB - A (1.7) A (0.2) - A (1.1) A (0.3) <br />Lake Drive <br />& Main <br />Street <br />Round- <br />about <br />EB A (10.1) <br />A (7.5) <br />A (8.7) <br />C (15.6) WB A (6.1) B (14.0) <br />NB A (5.3) D (25.3) <br />SB A (6.6) A (8.5) <br />Sunset <br />Avenue & <br />Access A <br />Side <br />Street <br />Stop <br />EB - - - <br />A (3.5) <br />- - - <br />A (3.9) WB - - A (3.5) - - A (3.9) <br />NB - A (1.1) A (0.5) - A (1.6) A (0.3) <br />SB - A (1.1) - - A (1.0) - <br />Main Street <br />& Access B <br />Side Street <br />Stop <br />EB - A (1.9) A (1.3) <br />A (4.5) <br />- A (3.1) A (1.7) <br />A (5.8) WB - A (1.4) A (0.7) - A (2.4) A (1.5) <br />NB - - A (4.5) - - A (5.8) <br />SB - - A (4.1) - - A (5.2) <br />Main Street <br />& Access C <br />Round- <br />about <br />EB A (5.6) <br />A (5.1) <br />A (8.3) <br />A (9.0) WB A (4.7) A (10.7) <br />NB A (4.9) A (5.1) <br />SB A (4.4) A (5.5) <br />Main Street <br />& Access D <br />Side <br />Street <br />Stop <br />EB - A (1.1) A (0.6) <br />A (4.3) <br />- A (1.9) A (1.0) <br />A (5.3) WB - A (1.7) - - A (2.9) - <br />NB - - A (4.3) - - A (5.3) <br />SB - - - - - - <br />*Delay of worst movement is reported in place of overall delay at side-street stop-controlled intersections. <br />4.5. DESIGN YEAR (2045) SCENARIO 1 CAPACITY ANALYSIS <br />Capacity analysis was conducted for the Design Year (2045) Scenario 1 conditions to determine the long- <br />term effects of the proposed development. The background changes to intersection control discussed in <br />§3.1 were included along with the addition of the proposed development access points. The Design Year <br />(2045) build Scenario 1 volumes are shown in Exhibit 12. Capacity analysis results for the Design Year <br />(2045) Scenario 1 conditions are provided in Table 4-4. <br />Results of the Design Year (2045) Scenario 1 conditions analysis shows that with the addition of the <br />proposed development site traffic and long-term background growth, multiple operational issues are <br />Page 198 of 679