Laserfiche WebLink
Ms. Jessica Jagoe, Associate Planner <br />September 4, 2018 <br />Page 23 <br /> <br /> <br />Driveway Intersection Capacity Analysis <br /> <br />The proposed site’s two driveways form “T” intersections with Country Road. An analysis was <br />conducted to identify any impacts that might occur as traffic destined to and from the site <br />during the AM peak hour interfaces with northbound and southbound traffic running along <br />Country Drive. Shown below is a diagram that illustrates the AM peak hour volume of turns <br />into and out from these two intersections. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />As shown, the volume of turns made into and from the AFSA school site is relatively low. As <br />well, the northbound and southbound traffic volumes are relatively low. Consequently these <br />turns (i.e., trips that will be generated by the proposed school will not negatively affect traffic <br />flow adjacent to the site. Analysis showed that these “T” intersections will operate at LOS A <br />and B. <br /> <br />Intersection capacity printouts from the SYNCHRO computer mode are presented in the <br />addendum. <br /> <br /> <br /> <br /> <br /> <br />Figure 5: AM Peak Hour Driveway Trips