Agenda - Parks and Recreation Commission - 01/12/1995

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Mr. Carl Ohm Mr. J'on Olson August 8, 1994 Page 9 4) Round Lake Boulevard -- 9.82% DHF, 46% southbound - 54% northbound 5) TH 10/47 - 15.2% Df--IF, 60% westbound - 40% eastbound 6) Coon Creek Boulevard - 11.81% DH.F, 31% southbound - 69% northbound 7) Hanson Boulevard - 9.97% DFtF, 32% southbound - 68%.northbound 8) TH 65 -- I0.10% DLIF, 40% southbound - 60% northbound 9) Radisson Road -- 11.5% Dt-EF, 35% southbOund - 65% northbound 10) Lexington Avenue -- 10.2% DHF, 40% southbound - 60% northbound 11) Coon Rapids Boulevard - 10.5% DHF, 40% southbound - 60% northbound t2) TH 10/47 - 10% DHF, 40% southbound - 60% northbound 13) Foley Boulevard -- 11% DHF, 30% southbound - 70% northbound 14) East River Road -- 11.5% DH'F, 20% southbound - 80% northbound 15) TH 47 -- 9.5% DHF, a.0% southbound - 60% northbound 16) TH 65 -* i0.7% DZH2:, 45% southbound - 55% northbound 17) TH 252 -- 11.7% DZF-J.F, 35% southbound - 65% northbound 18) 1-35W -o 8.5% DHF, 40% southbound - 60% northbound 19) TH 169 Bridge -- 9.65% DId:F, 40% southbound - 60% northbound 20) TH 610 Bridge -- i3.6% DH:F, 40% southbound - 60% northbound Existing, Year 200S, and Year 2015 Capacity Analysis A capacity analysis was completed for the screen.line roadway locations for the existing conditions, the four Year 2005 modeled conditions, and the four Year 2015 modeled conditions. Table 2 displays the level of service at each screenline roadway location. The level of service ,,,'as calculated using methodologies documented in the 1985 Highway Capacity Manual and Highway Capacity Software. Vehicle Miles Travelled The number of daily vehicle miles travelled (VM'T) at the screenline roadway locations are given be]ow. · 1990 Existing = 565,445 \rMT · 2005 Base Case E+C = 696,992 \~'iT, 23% increase from 1990 Existing I I I I I I I i I I I I ! I I I I I I'