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NEC I-35W & I-694 – Gateway Blvd – Arden Hills Traffic Impact Analysis Ň April 2020 7KHUHVXOWVRIWKHDQDO\VLVDUHSURYLGHGLQ7DEOHIRUWKHZHHNGD\$0DQG30SHDNKRXUV%DVHGRQWKH +RUL]RQ<HDU1R%XLOGFDSDFLW\DQDO\VLVWKHVWXG\LQWHUVHFWLRQVDUHDQWLFLSDWHGWRRSHUDWHDW/26 %RUEHWWHULQWKH$0SHDNKRXUDQG/26&RUEHWWHULQWKH30SHDNKRXU7KH6LP7UDIILFUHSRUWVDUH SURYLGHGLQ$SSHQGL[' Table 8 – Horizon Year Build (2040) Intersection Analysis Intersection Left Through Right Intersection Delay (s/veh) LOS Delay (s/veh) LOS Delay (s/veh) LOS Delay (s/veh) LOS AM Peak Hour Highway 96 and Round Lake Road W/Arden Manor Way Signalized EB 14.4 B 9.7 A 4.4 A 11.4 B WB 12.7 B 9.5 A 2.2 A NB 38.8 D 29.2 C 3.9 A SB 52.1 D 50.9 D 15.8 B Gateway Boulevard and Driveway A North- South Stop Controlled EB - - 0.3 A 0.2 A 0.5 A WB - - 0.1 A - - NB 4.1 A - - - - Gateway Boulevard and Driveway B North- South Stop Controlled EB - - 0.0 A 0.0 A 0.3 A WB - - 0.5 A - - NB 3.9 A - - - - Gateway Boulevard and Driveway C North- South Stop Controlled EB - - 0.0 A 0.1 A 0.7 A WB - - - - - - NB 3.9 A - - - - PM Peak Hour Highway 96 and Round Lake Road W/Arden Manor Way Signalized EB 16.5 B 8.0 A 2.4 A 25.9 C WB 11.6 B 11.0 B 3.1 A NB 100+ F 66.8 E 29.6 C SB 47.6 E 73.7 E 18.8 B Gateway Boulevard and Driveway A North- South Stop Controlled EB - - 0.1 A 0.0 A 1.4 A WB - - 0.2 A - - NB 5.0 A - - - - Gateway Boulevard and Driveway B North- South Stop Controlled EB - - 0.2 A 0.1 A 0.7 A WB - - 0.4 A - - NB 4.4 A - - - - Gateway Boulevard and Driveway C North- South Stop Controlled EB - - 0.1 A 0.0 A 2.7 A WB - - - - - - NB 4.2 A - - - - 7KHQRUWKERXQGOHIWWXUQLVDQWLFLSDWHGWREH/26)LQWKH+RUL]RQ<HDU%XLOG303HDN7KHVDPH VLJQDOWLPLQJFKDQJHWKDWLVUHFRPPHQGHGLQWKH2SHQLQJ<HDU%XLOGLVUHFRPPHQGIRUWKH+RUL]RQ <HDU%XLOG7KH/26LVDQWLFLSDWHGWRLPSURYHRQWKHQRUWKERXQGOHIWE\LQFUHDVLQJWKHQRUWKERXQG OHIWWXUQSKDVHE\VHFRQGVDQGFRQVHTXHQWO\GHFUHDVLQJWKHHDVWERXQGZHVWERXQGSKDVHVE\VHFRQGV 7DEOH$VKRZVWKHUHVXOWVRIWKHDQDO\VLVIRUWKH30SHDNKRXU