Laserfiche WebLink
4.0 ADT AND AM/PM PEAK HOUR TRAFFIC <br />Projected "Build" and "No -Build" ADT <br />Estimated 1986, "No -Build" 1990, and "Build" 1990 ADT are shown in Figure 4- <br />1. These volumes assume full development of the TIF properties as well as <br />Rosewood Corporate Center by the year 1990. <br />From Figure 4-1, it can be seen that the most significant increase in ADT <br />following construction of the Rosewood Corporate Center occurs on the <br />approaches to Long Lake Road (south approach: +5,300; north approach• +3,100; <br />east approach: +2,700). Daily Traffic on Terminal Road west of the project is <br />expected to increase by 1,900 ADT. The West Frontage Road will experience a <br />large percentage gain, but an absolute gain of only 1,300 ADT. <br />AM/PM Peak Hour Traffic <br />The TIF trips previously projected by Barton-Aschman for the entire TIF <br />district are shown in Figure 4-2. No projections of total AM/PM Peak Hour <br />traffic were included in the January 1983 Barton-Aschman Report. <br />Estimated 1986 are shown in Figure 4-3, "No -Build" 1990 in Figure 4-4, and <br />"Build" 1990 in Figure 4-5. <br />The Long Lake Road/County Road C intersection can again be seen as the most <br />impacted, due to a rather large off -ramp volume (22% of inbound trips to the <br />project) heading south through the intersection. The traffic heading north on <br />135W during the PM Peak Hour is also significant on County Road C between Long <br />Lake Road and Cleveland Avenue. <br />