Item 27 - Appeal Application Nos. 2020-03 and 2020-04 - Central Pointe Mixed-Use Development

Home Browse Search

8.0 PEAK HOUR INTERSECTION CAPACITY ANALYSIS 8.1 Existing Plus Project Analysis Table 8-1 summarizes the peak hour Level of Service results at the twenty-five (25) key study intersections for existing plus project traffic conditions. The first column (1) of ICU/LOS values and HCM/LOS values in Table 8-1 presents a summary of existing AM and PM peak hour traffic conditions (which were also presented in Table 3-3). The second column (2) lists existing plus project traffic conditions. The third column (3) shows the increase in ICU value and/or HCM value due to the added peak hour Project trips and indicates whether the traffic associated with the Project will have a significant impact based on the LOS standards and significant impact criteria defined in this report. The fourth column (4) presents the resultant level of service with the inclusion of recommended traffic improvements, where needed, to achieve an acceptable level of service. 8.1.1 Existing Plus Project Traffic Conditions Review of columns (2) and (3) of Table 8-1 indicates that traffic associated with the proposed Project will significantly impact one (1) of the twenty-five study intersections, when compared to the LOS standards and significant impact criteria specified in this report. The impacted intersection of SR-55 SB Ramps/4th Street is forecast to operate at LOS E during the AM peak hour. The remaining study intersections are forecast to operate at acceptable level of service during the AM and PM peak hours. Review of column (4) of Table 8-1 indicates that the implementation of recommended improvements at the intersection will help offset the Project's impact. Planned and recommended improvements are discussed in Section 11.0. Appendix D presents the existing plus project ICU/LOS and HCM/LOS calculations for the twenty- five (25) key study intersections.