2945-25 Dartmouth-Road-Forest-Hill-Road-All-Way-Stop-Final.pdf

All-Way Stop Warrant Analysis Dartmouth Road & Forest Hill Road Project No.: 251404 November 7, 2025 Page 5 of 14 70 South Orange Avenue, Suite 109 PO Box 99 Livingston, New Jersey 07039 Roseland, NJ 07068 C: (732) 236-7557 T: (973) 228-0999 F: (201) 753-3904 BrightViewEngineering.com HCM Capacity Analysis The study intersection was evaluated during the weekday morning peak hour, and weekday evening peak hours. The results of these analyses provided the Level of Service and average seconds of delay for the intersection movements. Levels of Service (LOS) are briefly detailed for 2025 existing conditions in Table 2 and the 2025 conditions with an All-Way STOP control implemented in Table 3 below. Further details regarding the operating level of service and approach delays may be observed within the Synchro Reports found within Appendix A. Table 2 – 2025 Existing Conditions – LOS/Delay Roadway Approach AM Peak Hour Dismissal Peak Hour PM Peak Hour Dartmouth Road NB B/10.1 A/9.9 A/9.0 SB A/9.9 A/9.6 A/9.1 Forest Hill Road EB A/0.1 A/0.0 A/0.3 WB A/1.4 A/2.3 A/1.7 Intersection Overall A/4.1 A/4.8 A/3.3 Based on Table 2, under the existing conditions, the intersection operates at an overall Level of Service ‘A’ during each of the studied peak hours. Table 3 – 2025 Proposed Conditions – All-Way STOP Control - LOS/Delay Roadway Approach AM Peak Hour Dismissal Peak Hour PM Peak Hour Dartmouth Road NB A/7.4 A/7.3 A/7.0 SB A/7.5 A/7.3 A/7.3 Forest Hill Road EB A/7.3 A/7.1 A/7.0 WB A/7.4 A/7.2 A/7.2 Intersection Overall A/7.4 A/7.2 A/7.1 Based on Table 3, implementing an All-Way Stop results in all intersection movements operating at a Level of Service ‘A’ during all studied time periods.