Orange County NC Website
Browse       Search
149 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> Capacity Analysis <br /> June 4, 2020 <br /> 6.2 2023 NO-BUILD CAPACITY ANALYSIS <br /> The 2023 No-Build scenario results show that all intersections and approaches will operate at LOS D or better in both <br /> peak periods with one exception. That is, the eastbound approach to the intersection of Old NC 86 at 1-40 eastbound <br /> ramps operates at LOS F in both AM and PM peak hours. The no-build level of service and delay is listed below in <br /> Table 5. <br /> Table 5: Level of Service and Delay for 2023 No-Build Conditions <br /> Existing 2023 No-Build <br /> Intersection Approach Intersection AM Peak PM Peak <br /> Control <br /> LOS LOS <br /> (Delay in sec./veh.) (Delay in sec./veh.) <br /> Overall Intersection C (21.2) C (22.6) <br /> Old NC 86 at EB Approach D(43.5) D (43.6) <br /> Waterstone Drive/ WB Approach Signalized C(28.5) C(32.2) <br /> Rippy Lane NB Approach B(14.3) B (16.5) <br /> SB Approach C(23.7) C(21.4) <br /> Overall Intersection A(1.0) A(1.7) <br /> Old NC 86 at WB Approach One-Way D(30.2) D (34.3) <br /> 1-40 WB Ramps NB Left-Turn Controlled B(11.3) B (11.8) <br /> SB Approach A(0.0) A(0.0) <br /> Overall Intersection F(###) F(158.3) <br /> Old NC 86 at EB Approach One-Way F(###) F(###) <br /> 1-40 EB Ramps NB Approach Stop A(0.0) A(0.0) <br /> Controlled <br /> SB Left-Turn C(15.9) B(3.1) <br /> Overall Intersection One-Way A(0.2) A(0.2) <br /> Old NC 86 at Service Road EB Approach Stop B(13.8) B(14.4) <br /> NB Left-Turn Controlled A(8.0) A(8.3) <br /> Overall Intersection A(5.2) A(2.4) <br /> Old NC 86 at EB Approach One-Way Sto C(24.8) C(19.4) <br /> Davis Road NB Left-Turn Controlled A(8.1) A(8.4) <br /> SB Approach A(0.0) A <br /> ###: Delay exceeds 300 seconds/vehicle <br /> 26 <br />