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_Prior to 1999
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1996
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02-15-1996
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DRAFT <br /> November 21, 1995 <br /> The result of trip generation analysis was a listing of existing and ultimate <br /> • trips generated by type (residential, commercial/industrial) for the 14 <br /> TAZs, and existing and ultimate trips generated by the 13 external zones. <br /> From this point on in the process, trips generated by recreational facilities <br /> were included in commercial/industrial totals. <br /> 2. Trip Distribution <br /> After trips are generated for each TAZ and external zone they must be <br /> distributed. Trips are divided into three categories: external-external (E- <br /> E), external-internal (E-I), and internal-internal (I-I). External-external <br /> trips are those trips where a vehicle passes through the City from one <br /> external zone to another without making a single stop. In order to <br /> determine how many trips fall into each category an origin-destination (O- <br /> D) survey must be done. 0-D surveys can be done in a variety of ways, <br /> including roadside interviews, handing out post cards to drivers, moving <br /> vehicle license plate surveys, dwelling unit interviews, vehicle owner mail <br /> questionnaires, and others. In Elk River we decided to conduct a moving <br /> vehicle license plate survey on Trunk Highways 10, 169, and 101. This <br /> was the most reasonable method from a cost perspective when one <br /> considered the time in the field collecting data and the office data reduction <br /> time. It was also the safest and least disruptive to traffic, since vehicles <br /> . were not required to slow down or stop at a survey station. This was a <br /> particularly important consideration when conducting a survey on busy <br /> multi-lane highways. <br /> Four survey stations were set up: on T.H. 10 west of Waco Street, on T.H. <br /> 10 east of Cleveland and Jarvis Streets, on T.H. 169 north of 225th Avenue <br /> and on T.H. 101 south of the Mississippi River bridge. Two people were <br /> placed at each station, one to record license plates of inbound vehicles and <br /> one to record outbound license plates. The time that each vehicle passed <br /> the station was also recorded. Inbound vehicles were traced through the <br /> system. If the same license plate showed up at an outbound station, the <br /> inbound and outbound times were checked to determine whether or not it <br /> appeared that the vehicle had made a stop in Elk River. In bound vehicles <br /> whose license plates were not traced to an outbound station either exited the <br /> City via another route or were destined for a location in Elk River. <br /> Ideally, people would have been stationed on every road crossing the Elk <br /> River City limits. However, the cost of collecting and reducing data would <br /> have been prohibitive. Therefore, assumptions were made about the <br /> percentage of E-E trips entering or departing the City on these other roads. <br /> From the data collected and the assumptions made, the number of vehicles <br /> • passing by at each external zone was divided into E-E and E-I trips. E-E <br /> trips between the external zones that served as survey stations were <br /> allocated based on the actual survey data. Remaining E-E trips and E-I <br /> CTP-230.156 -6- 230-156-80 <br />
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