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

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9.2 Existing Plus Project Traffic Conditions Table 9-2 summarizes the peak hour Level of Service results at the five (5) state-controlled study intersections for existing plus project traffic conditions. The first column (1) of HCM/LOS values in Table 9-2 presents a summary of existing AM and PM peak hour traffic. The second column (2) lists existing plus project traffic conditions with current intersection geometry/lane configurations. The third column (3) shows the increase in delay 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 significant impact criteria defined in this report. The fourth column (4) indicates the anticipated level of service with improvements, if any. 9.2.1 Existing Traffic Conditions Review of column (1) of Table 9-2 indicates that the intersection of SR-55 SB Ramps/4th Street currently operates at unacceptable LOS F in the AM peak hour. The remaining state-controlled study intersections currently operate at LOS C or better during the weekday AM and PM peak hours. 9.2.2 Existing Plus Project Traffic Conditions Review of columns (2) and (3) of Table 9-2 indicates that the intersection of SR-55 SB Ramps/4th Street will continue to operate at unacceptable LOS F in the AM peak hour with the addition of project traffic. The remaining state-controlled study intersections are forecast to operate at acceptable LOS C or better during the weekday AM and PM peak hours, with the addition of project traffic. Although the intersection of SR-55 SB Ramps/4th Street is forecast to operate at unacceptable LOS F in the AM peak hour, the intersection is not considered significantly impacted when compared to the LOS standards and significant impact criteria specified in this report. Appendix E presents the existing plus project HCM/LOS calculations for the state-controlled study intersections.