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5.1 PCSR 05-24-1994
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5.1 PCSR 05-24-1994
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r . .J=� <br /> Mr. John Weicht <br /> -3- <br /> May 11, 1994 <br /> In order to analyze the traffic implications of the proposed auto mall, an understanding <br /> of existing turn movement volumes at the Main St./Carson St. intersection was <br /> • needed. To facilitate this understanding, turn movement counts were <br /> the p.m. peak time period (4-6 p.m.) in fifteen minute intervals on May performed, 4 during <br /> Benshoof`& Associates, Inc. Existingtotal approachby <br /> Maier Stewart & Associates, Inc. fothe T.H. 169/Main Steintteesectil n obtained from <br /> Accident History at Main St ICarsp cf t E <br /> 111 <br /> A listing of accidents which have occurred at the Main St./Carson St. intersection was <br /> obtained from the Elk River Police Department. This listing showed that over thep ast <br /> four and one half years, 15 accidents had been reported at this intersection, for an <br /> average of three and one third accidents per year. It was further learned from the Chief <br /> of Police that one type of accident had occurred more <br /> intersection. This type frequently than others at the <br /> of accident involved eastbound vehicles on Main St. that were <br /> turning left onto northbound Carson St. hitting vehicles on Carson St. waiting to turn <br /> onto Main St. <br /> Roadway Alternative <br /> Two different roadway alternatives were considered in the traffic analysis. The first <br /> involved having the only access to Carson St. at Main St., as is currently the case. The <br /> other alternative involved the creation of a right turn in/out access on T.H. 169 at the <br /> north end of Carson St., in addition to the Main St. access. <br /> TRAFFIC FORECASTS <br /> • Trip eneratinn <br /> Trip generation rates were established for theproposed development to account for the <br /> expected new and pass by trips. Trip generation rates for the auto related uses were <br /> based on studies done at similar locations by Benshoof& Associates, Inc., while the <br /> trip generation rates for the other retail uses were based on information obtained from <br /> representatives of those uses. We are confident that the trip generation rates for the <br /> Mr. Movies and the Little Caesar's Pizza uses are conservatively high. <br /> Next, it is important to classify trips to and from the development in terms of the <br /> following two categories: <br /> • New trips - These are trips that either would be new trips solely to and from the <br /> development. <br /> • Passby trips - These are existing "through" trips on T.H. 169 that in the future <br /> would include a stop at the proposed development. <br /> Based on our experiences and information published by the Institute of Transportation <br /> Engineers, we would estimate that approximately 90 percent of the trips generated by <br /> the development would be new, while 10 percent would be classified as passby. To <br /> account for multipurpoSe trips, or trips that would make stops at more than one of the <br /> businesses in the development, a five percent reduction factor was applied to the overall <br /> trip generation. <br />
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