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Mr. Robert Cunningham -5- January 27, 1998 <br /> • Traffic Counts <br /> Daily traffic counts (24 hour) were taken along Sunnyside Road, Eastwood Drive and <br /> Greenwood Drive. P.M. peak hour counts were also conducted at the intersection of <br /> Eastwood Drive at County Road I and at the intersection of T.H. 10 at County Road I. <br /> The results of the daily traffic counts are as follows: <br /> Table 1 <br /> Average Daily Traffic <br /> Location Average Daily Traffic <br /> Sunnyside Road just north of T.H. 10 192 vehicles <br /> Eastwood Drive just north of County Road I 330 vehicles <br /> Greenwood Drive just north of County Road I 510 vehicles <br /> The 330 vehicles counted at Eastwood Drive would be the key to the rerouting of traffic <br /> through the neighborhood. Where do these 330 vehicles go when Eastwood Drive is <br /> closed? This will be discussed shortly in the Trip Distribution section. <br /> • License Plate Survey <br /> A license plate survey was performed along Eastwood Drive between Hillview Road and <br /> County Road I during the afternoon peak period to determine the number of vehicles using <br /> Eastwood Drive to access other parts of the neighborhood and those vehicles actually <br /> destined to the block of Eastwood Drive between County Road I and Hillview Road. The <br /> results of the survey found that 43% of vehicles were actually destined to/from the homes <br /> along Eastwood Drive south of Hillview Road. The remaining 57% of the vehicles pass <br /> through on their way to/from other parts of the neighborhood. Most of these motorists are <br /> oriented to or from the north or west. <br /> • Trip Distribution <br /> A trip distribution process was performed to determine the expected rerouting of trips that <br /> would occur when Eastwood Drive would be closed at County Road I. The 330 vehicles <br /> counted on Eastwood Drive near the County Road I intersection will redistribute through <br /> the neighborhood using six primary access points. Figure 2 shows the expected rerouting <br /> of the existing 330 daily vehicle trips through the neighborhood. Table 2 summarizes the <br /> expected vehicle volume increases at the main access locations within the neighborhood. <br />