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Traffic Study Lexington Avenue Reconstruction Alliant No. 118-0186.0 18 April 18, 2019 x Lexington Station and Target South: Left-turn movements out of Lexington Station and Target South experience significant delay under midday and p.m. peak hour volumes. x Side-Street Left-Turns and the Two-Way Left-Turn Lane: Field observations indicate that the Lexington Avenue continuous TWLTL is frequently utilized as an acceleration lane for left-turn maneuvers from unsignalized side-streets due to limited gaps in mainline traffic. Table 4. Year 2020 No Build Operations Analysis Summary Key conclusions of the 2020 no build traffic operations analysis include the following: x Side-Street Left-Turns: Left-turn maneuvers from unsignalized side-streets are expected to become increasingly more difficult under the forecast year 2020 traffic volumes. Lexington Station, Target South, Enterprise/Big O Tires/Arby’s, and Shannon Square driveways are all projected to experience side-street left-turn delays corresponding to at least LOS E during the midday and/or p.m. peak hours. Lexington Avenue & Red Fox Road B / C 11.6 / 30.2 C / C 23.8 / 28.1 C / D 33.7 / 48.2 Lexington Avenue & Lexington Station A / A 1.4 / 7.3 D / F 30.3 / 294.6 C / F 22.7 / 311.0 Lexington Avenue & Target South A / B 0.6 / 13.0 A / F 6.3 / 56.7 A / F 5.7 / 81.8 Lexington Avenue & Enterprise/Big O Tires/Arby's A / B 0.6 / 10.7 A / F 2.4 / 50.1 A / C 1.5 / 23.2 Lexington Avenue & Grey Fox Road A / C 6.7 / 30.2 A / C 10.0 / 28.6 B / C 13.3 / 29.2 Lexington Avenue & Shannon Square A / B 2.6 / 10.4 A / C 4.4 / 18.0 A / E 7.8 / 43.6 Lexington Avenue & CR E C / C 21.8 / 32.4 C / C 21.2 / 31.1 D / D 43.0 / 52.4 PM Peak Hour Overall Intersection LOS / Worst Approach LOS Overall Intersection Delay / Worst Approach Delay Intersection AM Peak Hour LOS Delay (s)LOS Delay (s) MID Peak Hour LOS Delay (s)