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Operationsby <br />•- <br />Intersection <br />Control <br />Approach <br />AM Peak <br />Hour <br />PM Peak <br />Hour <br />Left <br />Through <br />Right <br />Overall* <br />Left <br />Through <br />Right <br />Overall* <br />SIB <br />A (7.7) <br />B (10.9) <br />A (2.9) <br />C (17.0) <br />C (15.0) <br />A (6.1) <br />EB <br />A (1.8) <br />A (1.4) <br />A (0.6) <br />A (1.7) <br />A (1.2) <br />A (0.6) <br />4th Avenue <br />Side <br />WB <br />A (1.6) <br />A (1.2) <br />A (0.5) <br />A (1.0) <br />A (1.3) <br />A (0.5) <br />& Lilac <br />Street <br />A (9.8) <br />A (9.7) <br />Street <br />Stop <br />NB <br />A (4.8) <br />A (8.2) <br />A (1.8) <br />A (3.3) <br />A (9.7) <br />A (2.4) <br />SIB <br />A (5.3) <br />A (9.8) <br />A (2.9) <br />A (4.2) <br />A (8.4) <br />A (2.3) <br />EB <br />A (5.6) <br />A (3.6) <br />A (5.5) <br />A (3.0) <br />Lake Drive <br />Side <br />WB <br />& Pine <br />Street <br />A (5.6) <br />A (5.5) <br />Street <br />Stop <br />NB <br />A (2.1) <br />A (0.9) <br />A (1.8) <br />A (1.4) <br />SIB <br />A (1.7) <br />A (0.2) <br />A (1.1) <br />A (0.3) <br />EB <br />A (10.1) <br />A (8.7) <br />Lake Drive <br />Round- <br />WB <br />A (6.1) <br />B (14.0) <br />& Main <br />Street <br />about <br />A (7.5) <br />C (15.6) <br />NB <br />A (5.3) <br />D (25.3) <br />SB <br />A (6.6) <br />A (8.5) <br />EB <br />Sunset <br />Side <br />WB <br />- <br />- <br />A (3.5) <br />A (3.9) <br />Avenue & <br />Street <br />A (3.5) <br />A (3.9) <br />Access A <br />Stop <br />NB <br />A (1.1) <br />A (0.5) <br />A (1.6) <br />A (0.3) <br />SIB <br />A (1.1) <br />A (1.0) <br />- <br />EB <br />A (1.9) <br />A (1.3) <br />A (3.1) <br />A (1.7) <br />Main Street <br />Side <br />WB <br />A (1.4) <br />A (0.7) <br />A (2.4) <br />A (1.5) <br />& Access B <br />Street <br />Stop <br />A (4.5) <br />A (5.8) <br />NB <br />A (4.5) <br />A (5.8) <br />SIB <br />A (4.1) <br />A (5.2) <br />EB <br />A (5.6) <br />A (8.3) <br />Main Street <br />Round- <br />WB <br />A (4.7) <br />A (5.1) <br />A (10.7) <br />A (9.0) <br />NB <br />A (4.9) <br />A (5.1) <br />& Access C <br />about <br />SIB <br />A (4.4) <br />A (5.5) <br />EB <br />A (1.1) <br />A (0.6) <br />A (1.9) <br />A (1.0) <br />Main Street <br />Side <br />WB <br />A (1.7) <br />A (2.9) <br />- <br />& Access D <br />Street <br />Stop <br />A (4.3) <br />A (5.3) <br />NB <br />A (4.3) <br />A (5.3) <br />SIB <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 />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 170 of 617 <br />