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Spack Consulting 2 of 2 Vehicle Forecasts
<br /> Miske Property in Elk River
<br /> Table 1 - AADT Comparison
<br /> oo°
<br /> 2011 Projected 2024 Projected
<br /> Street 2004 Volume Volume Volume 2014 Volume
<br /> No-Build Build No-Build Build
<br /> Highway 169
<br /> South of CSAH 12 47,000 61,800 64,400 83,200 85,800 47,500
<br /> North of CSAH 13 42,900 56,400 58,300 75,900 77,800 45,500
<br /> Main Street (CSAH 12)
<br /> West of Hwy 169 7,300 10,400 10,900 13,700 14,200 11,500
<br /> Hwy 169 to CSAH 13 7,700 10,900 15,900 14,400 19,400 10,700-23,600
<br /> CSAH 13 to CR 40 4,900 7,000 9,500 9,200 11,700 9,100
<br /> East of CR 40 4,800 6,800 7,400 9,000 9,600 7,300
<br /> Twin Lakes Road (CSAH 13)
<br /> North of CSAH 12 4,800 6,800 8,300 9,000 11,500 3,500
<br /> South of,CR 40 4,000 5,700 8,200 7,500 10,000 6,900
<br /> North of CR 40 4,200 6,100 6,100 7,900 8,000 5,500
<br /> Davis Street(CR 40)
<br /> North of CSAH 12 150 210 3,300 280 3,400 820
<br /> South of CSAH 13 75 110 2,900 140 3,000 1,300
<br /> Traffic Forecasts
<br /> The Institute of Transportation Engineers' Trip Generation Manual is a dataset of traffic generated by
<br /> different land use types and is the industry standard for forecasting the amount of traffic generated by
<br /> developments. A trip generation analysis was done of the proposed development per the Trip Generation
<br /> Manual, 10`"Edition. The results are in Table 2 shown next to the trip generation forecasts from the 2004
<br /> River Park Traffic Study.
<br /> Table 2-Trip Generation Comparison
<br /> 2,004 River Park Traffic Study 3,130 3,130 116 370 411 232
<br /> Elementary School-820 Students (ITE-520) 775 775 297 253 67 72
<br /> 2018 Single Family Homes-462 Units (ITE-210) 2,180 2,180 85 256 288 169
<br /> Update Multi-Family Housing-32 Units(ITE-220) 117 117 3 11 11 7
<br /> Total 3,072 3,072 385 520 366 248
<br /> Change in Traffic with 2018 Proposal -58 -58 269 150 -45 16
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