Orange County NC Website
Browse       Search
97 <br />TABLE 3 <br />Level of Service Summary <br />Los (delay in seconds) <br />Note for unsignalized conditions, LOS and delay indicates only minor street approach with longest delay. <br />Settler's Pointe Development Hillsborough, NC <br />Traffic Impact Study <br />2016 <br />2020 <br />2022 <br />2022 <br />PM PEAK <br />AM PEAK <br />EXISTING <br />NO BUILD <br />BUILD 850K <br />BUILD 900K <br />BUILD <br />NO BUILD <br />BUILD <br />1 <br />:Old INC 86 at Waterstone Dr. <br />B (12.1) <br />C (22.2) <br />C (21.6) <br />C (21.7) <br />C (21.7) <br />C (23.6) <br />C (22.1) <br />2 <br />;_Old INC 86 at I -40 WB Ramps <br />C (23.1) <br />E (36.1) <br />A (9.6) <br />A (9.4) <br />B (10.9) <br />E (37.7) <br />B (19.1) <br />WB approach <br />W13 Approach <br />WBApproach i <br />WB Approach <br />WB Approach <br />3 <br />3 <br />-Old INC 86 at 140 LB Ramps <br />F (> 300) <br />F [> 300) <br />B (18.3) <br />B (18.5) <br />B (17.5) <br />F (> 300) <br />B (18.7) <br />LB Approach <br />EBApproach <br />EBApproach <br />LB Approach <br />EB Approach <br />4 <br />4 <br />=QId INC 86 at Se vice Rd. <br />B (12.8) <br />B (13.6) <br />C (19.2) <br />C (19.8) <br />B (11.0) <br />B (13.1) <br />B (13.4) <br />- <br />LB Approach <br />LBApproach <br />LB Approach <br />LB Approach <br />LBApproach <br />LB Approach <br />- LBApproach <br />S <br />:Old INC 86 at new Right in /Hight out <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />B (10.0) <br />WB Approach <br />WB Approach <br />6 <br />=Old INC 85 SB at U -1 urn /Retail Entry <br />n/a <br />n/a <br />n/a <br />n/a <br />A (73) <br />n/a <br />A (11) <br />U -Turn <br />U -Turn <br />7 <br />7 <br />:Old INC 86 at Davis Rd- <br />C (19 -4) <br />C (22 -8) <br />C (24.6) <br />C (24.8) <br />C (24 -7) <br />C (23 -9) <br />E (42 -5) <br />EB Approach <br />EB Approach <br />EB Approach <br />EB Approach € <br />EB Approach <br />EBApproach <br />EB Approach <br />EBApproach <br />8 <br />:Old INC 86 NB at U - Iurn /Retail Lntry <br />n/a <br />fBApproach <br />n/a q <br />n/a <br />n/a <br />B (13.6) <br />n/a <br />B (19.2) <br />- <br />- <br />U turn <br />U -Turn <br />Los (delay in seconds) <br />Note for unsignalized conditions, LOS and delay indicates only minor street approach with longest delay. <br />Settler's Pointe Development Hillsborough, NC <br />Traffic Impact Study <br />2016 <br />2020 <br />2022 <br />PM PEAK <br />LXISI ING <br />NO GUILD <br />BUILD 850K <br />BUILD 900K <br />BUILD <br />NO BUILD <br />BUILD <br />1 <br />:Old INC 86 at Waterstone Dr. <br />B (12.9) <br />C (23.1) <br />C (23.7) <br />C (23.8) <br />C (23.9) <br />C (23.8) <br />C (24.4) <br />2 <br />:Old INC 86 at 140 WB Ramps <br />C (23.3) <br />L (39.1) <br />B (103) <br />B (10.7) <br />B (11.4) <br />L (40.9) <br />B (18.5) <br />WB approach <br />WB Approach ' <br />WB Approach <br />3 <br />-Old INC 86 at 1 -40 LB Ramps <br />F {57.2) <br />F (> 300) <br />8(16.5) <br />B (165) <br />B (16.8) <br />F (> 300) <br />B (18.8) <br />LB Approach <br />LBApproach <br />LB Approach <br />4 <br />:Old INC 85 at Service Rd- <br />B (13 -2) <br />B (14 -1) <br />D (33 -8) <br />E (36 -5) <br />C (173) <br />B (14 -3) <br />C (18.9) <br />EB Approach <br />EBApproach <br />EB Approach <br />EB Approach <br />EBApproach <br />EB Approach <br />EBApproach <br />S <br />:old INC 86 at new Right in /Right out <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />n/a <br />B (12 -9) <br />WB Approach <br />b <br />=Old INC 86 SB at U- Turn/Retall Entry <br />n/a <br />n/a <br />n/a <br />n/a <br />A (7,7) <br />n/a <br />A (4.2) <br />U -Turn <br />7 <br />:Old NC 86 at Davis Rd. <br />C (16.2) <br />C (18.3) <br />C (18.1) <br />C (18.1) <br />C (19.2) <br />C (18.7) <br />C (24.5) <br />EB Approach <br />1 EBApproach <br />EB Approach <br />EB Approach <br />EBApproach <br />1 EB Approach <br />EBApproach <br />8 <br />'Old INC 86 NB at U -Tum /Retail Entry <br />n/a <br />n/a <br />n/a <br />n/a <br />C (17.2) <br />_ <br />n/a <br />B (19.5) <br />- <br />- <br />U turn <br />Los (delay in seconds) <br />Note for unsignalized conditions, LOS and delay indicates only minor street approach with longest delay. <br />Settler's Pointe Development Hillsborough, NC <br />Traffic Impact Study <br />