Laserfiche WebLink
Average Dealy (seconds) <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />Congested at LOS D/E Boundary (55 seconds) <br />III I • I I • <br />�y •Q' 9ti N, N. N, \e `L- \, \$' \, <br />Qa� �ac� SQL �°� ��e4 ��e' e a\a •lac �z <br />c, y'C. L G ¢. 2 p'C •p'� .C", el <br />yoy�a o �e awe\ �a\�to �a\Q�� �a\Q�� hO\a�. Q\a�. aLa e\Q�°• <br />�a\��o <br />e V- c <br />e\.\2 ,`.ZN��° �a.-� �a.�e \yet \Jec\ `J�c\ �a ��r `�e <br />e�� �Je\ �co °tea °tea �o Q ° Q ° ova N. <br />�o <br />���y-,PJ ��y,,P�e � • aco 5 - acc oaJ QaJ� oaJ� �'`acc oaJ <br />ti <br />■ 2040 No Build w/ 2025 Mitigation ■ 2040 Preferred Land use Build w/ 2025 Mitigation 2040 Mitigation <br />Chart 10 — P.M. Peak Hour Delays: Signal Controlled Intersections <br />Retiming of the Diverging Diamond Interchange at 141st Avenue/TH 101 should <br />occur to achieve better traffic flow through the intersection. The increased <br />westbound volumes will require more green time to proceed through the <br />intersection. The interchange has sufficient capacity for the volumes and upgrading <br />of signal timing every three to five years, as required by state law, will suffice at the <br />intersection with the projected volumes. Brockton Lane/CSAH 81 continues to <br />operate acceptably in the 2040 scenarios as traffic volumes become more spread <br />out due to the addition of the future 1-94 interchange and Zanzibar Lane extension. <br />Chart 11 (a.m. peak hour) and Chart 12 (p.m. peak hour) show the 2040 average <br />peak hour delay per all -way stop sign and roundabout controlled intersection for <br />each study scenario against the 2025 mitigated scenario. <br />Traffic Impact Study 20 <br />North Dayton Development <br />CONSULTING <br />