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��� . --- - _ _-� _- =----- -. � � � ____-�- ____--- ._ ! <br />I�tr. Robert Cunningham -5- January 27, 1998 <br />�' <br />• Tra�c 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 Avera e 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 traf�ic <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 eYpected 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 />eYpected vehicle volume increases at the main access locations within the neighborhood. <br />