Orange County NC Website
Browse       Search
Buc-ee’s Phase 2 – Efland, NC <br /> <br />ES-2 <br /> <br />Capacity analyses were performed using Synchro Version 10 software for all intersections. Table <br />ES-2 summarizes the operation of the study intersections for the peak hour traffic conditions. <br /> <br />Table ES-2 <br />Level-of-Service Summary <br />Condition AM Peak Hour <br />LOS (Delay) <br />PM Peak Hour <br />LOS (Delay) <br />US-70 & Efland-Cedar Grove Road (Signalized) <br />Existing (2020) Traffic C (23.9) B (15.9) <br />Background (2023) Traffic C (27.3) B (19.1) <br />Build-out (2023) Traffic C (27.7) B (19.3) <br />Mt. Willing Road & Forrest Avenue (Unsignalized)* <br />Existing (2020) Traffic EB – B (12.0) EB – A (5.1) <br />Background (2023) Traffic EB – B (14.9) EB – A (4.8) <br />Build-out (2023) Traffic EB – B (13.8) EB – A (5.1) <br />Mt. Willing Road & I-40 WB Ramps <br />Existing (2020) Traffic (Unsignalized)* WB – A (3.8) WB – C (18.8) <br />Background (2023) Traffic (Signalized) B (10.5) A (9.7) <br />Build-out (2023) Traffic (Signalized) B (10.0) B (11.5) <br />Mt. Willing Road & I-40 EB Ramps (Unsignalized)* <br />Existing (2020) Traffic EB – C (19.5) EB – A (4.8) <br />Background (2023) Traffic EB – C (20.4) EB – A (5.8) <br />Build-out (2023) Traffic EB – D (31.0) EB – A (8.2) <br />US-70/I-40 Connector & I-40 EB Ramps <br />Existing (2020) Traffic (Unsignalized)* EB – A (9.5) EB – A (7.0) <br />Background (2023) Traffic (Unsignalized)* C (30.7) C (33.8) <br />Build-out (2023) Traffic (Signalized) C (30.6) D (35.3) <br />US-70/I-40 Connector & I-40 WB Ramps <br />Existing (2020) Traffic (Unsignalized)* WB – A (3.2) WB – A (3.7) <br />Background (2023) Traffic (Unsignalized)* B (14.9) C (23.3) <br />Build-out (2023) Traffic (Signalized) B (14.7) C (23.9) <br />US-70/I-40 Connector & Ben Johnston Road/Site Driveway <br />Existing (2020) Traffic (Unsignalized)* WB – A (9.6) WB – B (12.3) <br />Background (2023) Traffic (Unsignalized)* B (17.2) C (20.9) <br />Build-out (2023) Traffic (Signalized) B (17.7) C (21.6) <br />* Note: HCM methodology does not report an overall level of service for unsignalized intersections. The level of <br />service and delay for the worst approach (per SimTraffic) are reported above for unsignalized intersections. <br />440