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CHAPTER 4 TRANSPORTATION 66 <br /> The primary purpose of the metropolitan travel forecasts is to get a picture of regional <br /> travel and particularly traffic volumes on the metropolitan system of intermediate and <br /> principal arterials. The level of confidence of the predicted volumes on these routes is <br /> expected to be high. However, the accuracy of the predicted traffic.volumes on New <br /> Brighton's minor arterials and collector streets was questionable without further refinements. <br /> The process used in refining the metro projection can be summarized as follows. The total <br /> traffic on New Brighton streets and highways can be thought of as comprised of three basic <br /> types; through traffic, interzonal traffic and intrazonal traffic. <br /> THROUGH TRAFFIC <br /> Through traffic is that traffic which passes through New Brighton non-stop. This portion <br /> of the total future traffic was determined by subtracting the metropolitan trip assignments of <br /> the four TAZ's comprising New Brighton from the metropolitan area travel forecasts. The <br /> resulting through traffic volumes represent trips of fairly long distances and, therefore, should <br /> be quite accurate. Some adjusting and redistribution of traffic between parallel routes was <br /> made on the basis of existing traffic counts and observed travel patterns. <br /> INTERZONAL TRAFFIC <br /> f Interzonal traffic is basically traffic between the four TAZ's comprising New Brighton and <br /> outside areas. Also included, however, would be a small percent of traffic between the four <br /> TAZ's within the City. This interzonal traffic was determined by subdividing the four TAZ's <br /> comprising New Brighton into thirty-six smaller and more homogeneous subzones. The <br /> amount of traffic which would be generated by each of the subzones was then determined <br /> based on the City's land use plan and assuming saturation development. The estimated year <br /> 2000 population, housing and employment are the factors used to estimate traffic generation. <br /> This information by subzone is tabulated on Figure 4 and the resulting number of daily vehicle <br /> trips are listed on Figure 5. <br /> Subzone estimates in total, exceed the total estimated housing and population shown in the <br /> Housing Section. This is because we attempted to illustrate a "Worst possible case" situation <br /> in each subzone to see if traffic problems would develop in that sub-area. The same intensity <br /> of development will not occur community-wide, so the population and housing estimates of the <br /> Housing Section are a more accurate reflection of the likely total development of the <br /> community. <br /> TAZ Number of Intrazonal Vehicle Trips <br /> 892 1,116 <br /> 893 2,446 <br /> 894 615 <br /> 895 44 <br />