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<br />Mr. Jeffrey Agnes <br /> <br />4 <br /> <br />September 12, 2007 <br /> <br />access intersections on Snelling Avenue and County Road B. We had to apply an adjustment <br />process to estimate some of the volumes due to abnormal conditions created by the collapse of <br />the I-35W bridge (County Road B was closed at TH 280 following that collapse) and operation <br />of the State Fair during the period of this study. The adjustment process, which was agreed upon <br />by City staff, is summarized as follows: <br /> <br />a) Weekday p.m. peak hour volumes. For this purpose, we used the MnlDOT counts at <br />Snelling A venue and County Road B, which were recorded in May 2007, together <br />with the entering and exiting traffic at the Hal' Mar access locations on Snelling <br />Avenue and County Road B. We adjusted the through volumes at the Hal' Mar access <br />locations on Snelling A venue and County Road B to be consistent with the volumes <br />recorded by MnlDOT staff at the Snelling A venue/County Road B intersection. <br /> <br />b) Saturday mid-day peak hour volumes. We conducted full turning movement counts <br />at the Hal' Mar access locations on County Road B before the I-35W bridge collapse <br />and before the State Fair began operations. Comparing the resultant two-way volume <br />on County Road B just east of Snelling A venue to the corresponding two-way volume <br />from MnlDOT's weekday count, we determined that the Saturday peak hour volume <br />was 10% lower than the weekday peak hour volume. We then applied that 10% <br />reduction factor to all the weekday p.m. peak hour movements at the Snelling <br />A venue/County Road B intersection to estimate the Saturday mid-day peak hour turn <br />movements. Subsequently, we estimated full Saturday mid-day turn movement <br />volumes at the Har Mar access on Snelling A venue by accounting for through traffic <br />consistent with the preceding estimated volumes at the Snelling A venue/County Road <br />B intersection, together with Saturday mid-day peak hour counts that we completed <br />of all entering and exiting traffic at the Hal' Mar access location on Snelling A venue. <br /> <br />We needed to account for two factors in establishing the 2009 no-build volumes. The first <br />consideration is whether any increase in traffic volumes along Snelling A venue and County <br />Road B would be expected by 2009 due to natural growth. For this purpose, we reviewed <br />published average daily traffic volumes on Snelling Avenue and County Road B over the last <br />several years. From this review, we noted that daily volumes on these two roadways actually <br />have declined in recent years. To be conservative, we have assumed that the background <br />volumes on Snelling A venue and County Road B will remain unchanged in 2009 from 2007 <br />conditions. <br /> <br />The second factor we needed to address for 2009 no-build volumes is to account for full <br />occupancy of all former uses at the Hal' Mar Shopping Center. When our existing traffic counts <br />were conducted, the following three uses were closed: <br /> <br />. Space 27 - TJ Maxx Store with 24,211 square feet. <br />. Spaces 41 and 42 - multiplex theater, which had a total of eight screens. <br />. Space 82 - sit-down restaurant with 5,796 square feet. <br /> <br />Since the purpose of this traffic study is to assess traffic implications of the proposed PUD uses, <br />as compared to prior uses in the shopping center, we needed to adjust the existing volumes to <br />account for full occupancy of the above three prior uses in the shopping center. This step was <br />