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Mr. Carl Ohrn <br />Mr. Jon Olson <br />August 8, 1994 <br />Page 9 <br />4) Round Lake Boulevard -- 9.82% DHF, 46% southbound - 54% <br />northbound <br />5) TH 10/47 — 15.2% DHF, 60% westbound - 40% eastbound <br />6) Coon Creek Boulevard — 11.81% DHF, 31% southbound - 69% <br />northbound <br />7) Hanson Boulevard — 9.97% DHF, 32% southbound - 68% northbound <br />8) TH 65 -- 10.10% DHF, 40% southbound - 60% northbound <br />9) Radisson Road -- 11.5% DHF, 35% southbound - 65% northbound <br />10) Lexington Avenue -- 10.2% DHF, 40% southbound - 60% northbound <br />11) Coon Rapids Boulevard — 10.5% DHF, 40% southbound - 60% <br />northbound <br />12) TH 10/47 — 10% DHF, 40% southbound - 60% northbound <br />13) Foley Boulevard -- 11% DHF, 30% southbound - 70% northbound <br />14) East River Road -- 11.5°I° DHF, 20% southbound - 80% northbound <br />15) TH 47 -- 9.5% DHF, 40% southbound - 60% northbound <br />16) TH 65 -- 10.7% DHF, 45% southbound - 55% northbound <br />17) TH 252 -- 11.7% DHF, 35% southbound - 63% northbound <br />18) I-35W -- 8.5% DHF, 40% southbound - 60% northbound <br />19) TH 169 Bridge -- 9.65% DHF, 40% southbound - 60% northbound <br />20) TH 610 Bridge -- 13.6% DnT, 40% southbound - 60% northbound <br />Existing, Year 2005, and Year 2015 Capacity Analysis <br />A capacity analysis was completed for the screenline roadway locations for the <br />existing conditions, the four Year 2003 modeled conditions, and the four Year <br />2015 modeled conditions. Table 2 displays the level of service at each <br />screenline roadway location. The level of service was calculated using <br />methodologies documented in the 1955 Highway Capacity Manual and <br />Highway Capacity Software. <br />Vehicle Miles Travelled <br />The number of daily vehicle miles travelled (VMT) at the screenline roadway <br />locations are given below. <br />• 1990 Existing = 365,4 45 \TMT <br />• 2005 Base Case E-C = 696,992 VMT, 23% increase from 1990 Existing <br />