Laserfiche WebLink
<br />No Build Conditions Traffic Analysis <br />The operations analysis was conducted for the 14 intersections in the analysis area to determine how traffic <br />will operate within the AUAR Study Area in the 2030 forecast year before the AUAR study area project is <br />implemented. Future Year 2030 background traffic as shown in Figure T10 (Appendix D) was obtained <br />from the Draft TCAAP Redevelopment. <br />Compared to existing conditions, the only geometric changes in the AUAR study area were the <br />improvements at CR H at TH 10, where HSIP funds are presumed to be utilized for improvements, as <br />shown in Figure T5 (Appendix D). These planned improvements include reconstructing the east and west <br />legs of the CR 10 / TH 10 / County Road H intersection to include dedicated right-turn, left-turn, and through <br />lanes in each direction. Therefore the only tangible change for this operations analysis is changing the <br />westbound shared through/left lane to one exclusive through lane and one exclusive left turn lane. <br />During the 2030 AM No Build scenario, all but one intersection is expected to operate at an LOS of D or <br />better. The intersection of CR 96 and I-35W NB ramps is expected to operate at an LOS of F with major <br />delay occurring on the NB movements. <br />During the 2030 PM No Build scenario, six of the intersections are expected to operate at an LOS F and the <br />other seven intersections are expected to operate at LOS C or better (see Table 18-5). <br />Table 18-5. 2030 Peak Hour Traffic Analysis Results <br />LOS <br />Intersection 2030 No Build 2030 Baseline Min 2030 Baseline Max <br />AM PM AM PM AM PM <br />Old Hwy 8 and CR 96 C F C E C E <br />CR 96 and SB I-35W Ramp A F C C B C <br />CR 96 and NB I-35W Ramp F F C C B C <br />Round Lake Rd W and CR <br />C F B C B C <br />96 <br />Old Hwy 10 and CR 96 B F C D C C <br />CR 96 at US 10 NB Ramp A A A A A A <br />CR 96 and TCAAP <br />Property/North Heights A F F F F F <br />Church Access <br />CR H and US-10 B C D F E F <br />CR H and SB I-35W A A B B C E <br />CR H and NB I-35W A A A A A C <br />CR I and SB I-35W D C C C C C <br />CR I and NB I-35W A A A B B B <br />CR I and Old Hwy 8 A A A C A B <br />CR I and N Fairview Ave A A A A A A <br />Baseline Roadway Network Scenario Analyses <br />Minimum Development Scenario <br />The minimum baseline development scenario turning movements were generated by adding the site <br />generated traffic to the 2030 No Build traffic volumes. These turning movement traffic volumes are shown in <br /> <br /> <br />July 2014 Final AUAR 30 <br />