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91 <br /> I <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION 83 <br /> Lawrence Road at U.S.Highway 70 <br /> AM PEAK HOUR <br /> Lawrence Road Lawrence Road U.S.Highway 70 U.S.Highway 70 <br /> Northbound Southbound Eaztbound Westbound <br /> U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right <br /> Observed 2022 Traffic Volumes 0 BI 5] 2 0 131 383 14 0 4 560 147 0 4 286 24 <br /> Count Balancing <br /> Pedestin ns 0 0 0 0 <br /> Conflicting Pedestrians 0 0 0 0 0 0 0 0 <br /> Bicycles j02% <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Conflicting Bicycles 0 0 0 0 <br /> Heavy Vehicles 5 6 1 0 3 6 2 0 0 24 0 D 0 24 6 <br /> Heavy Vehicle% 6% 11% 50% 2% 2% 3% 14% 2% 2% 4% 2% 2% 2% 8% 25% <br /> Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 <br /> AdjustmentFactor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Adjusted 2022 Volumes BI 57 2 0 131 183 14 0 4 SW 147 0 4 286 24 <br /> Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% p <br /> 1.5% 1.5% 1.5% <br /> Growth Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background Growth Trips 0 4 3 0 0 6 8 1 0 0 26 ] 0 13 1 <br /> 2025 No-Build TraKc 0 85 60 2 0 137 191 Is 0 4 585 154 4 299 2s <br /> 2025 No-Build Heavy Vehicle% 2% 6% 10% 50% 2% 2% 3% 13% 2% 2% 4% 2% 2% 8% 24%20250-Build Peak Hour Factor 0.85 0.0 0.85 0.0 0.85 0.0 0.85 0.0 0.85 0.0 0.85 0.8s LgS 0.85 0.8s <br /> Trip Distribution IN 25% <br /> Trip Distribution OUT (25%) <br /> Balancing Adjustment <br /> Recreational Community Center Trips 0 0 10 0 0 0 19 0 0 0 0 0 0 0 0 E0 <br /> Trip Distribution IN 25% <br /> Trip Distribution OUT (25%I <br /> Balancing Adjustment <br /> Remaining Park Area Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Total WNW,r Project Trips 0 0 10 0 0 0 19 0 0 0 0 0 0 0 0 0 <br /> 2025 Build Traffic 0 85 70 2 0 137 210 35 0 4 SW 154 0 4 299 25 <br /> 20256uiltl Heavy Vehicle% 2% 6% 9% 50% 2% 2% 3% 13% 2% 2% 4% 2% 2% 2% 8% 24% <br /> 20256uild Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 <br /> PM PEAK HOUR <br /> Lawrence Road Lawrence Road U.S.Highway 70 U.S.Highway 70 <br /> Northbound "i thbound Eaztbound Westbound <br /> U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right <br /> Observed 2022 Traffic Volumes 0 184 237 15 0 50 112 6 0 ] 288 91 0 1 14 1 543 71 <br /> Count Balancing <br /> Pedestin s 0 0 0 4 <br /> Conflicting Pedestrians 0 4 4 0 0 0 0 0 <br /> Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Conflicting Bicycles 0 0 0 0 <br /> Heavy Vehicles 0 5 5 0 0 2 9 0 :20 <br /> 0 20 3 0 0 28 3 <br /> Heavy Vehicle% 2% 3% 2% 2% 2% 4% 8% 2% 2% 7% 3% 2% 2% 5% 4% <br /> Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <br /> Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Adjusted 2022 Volumes 0 384 Ml IS 0 50 112 6 7 288 91 0 14 543 71 <br /> Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% <br /> Growth Factor 1.05 1.05 1.05 1.05 1 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background Growth Trips 0 8 11 1 0 2 5 0 0 0 13 4 0 1 25 3 <br /> 2025 No-Build Traffic 0 192 148 36 0 51 117 6 0 7 301 95 0 35 so 74 <br /> 2025 No-Build Heavy Vehicle% 2% 3% 2% 2% 2% 4% 8% 2% 2% 2% 7% 3% 2% 2% 5% 4% <br /> 2015 No-Build Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <br /> Trip Distribution IN 25% <br /> Trip Distribution OUT (25%) <br /> Ba lancing Adpi-i-t -1 <br /> Recreational Community Center Trips 0 0 20 0 0 0 IS 0 0 0 0 0 0 0 0 0 <br /> Trip Distribution IN 25% <br /> Trip Distribution OUT (25%) <br /> Balancing Adjustment -2 <br /> Remaining Park Area Trips 0 0 15 0 0 0 10 0 0 0 0 0 0 0 0 0 <br /> Total Vehicular Project Trips 0 0 35 0 0 0 28 0 0 0 0 0 0 0 0 0 <br /> 2025 Build Traffic 0 192 283 16 0 52 145 6 0 7 301 95 0 15 SW ]4 <br /> 20256uild Heavy Vehicle% 2% 3% 2% 2% 2% 4% 6% 2% 2% 2% 7% 3% 2% 2% 5% 4% <br /> 2025 Builtl Peak Hour Factor 0.96 0.96 0.96 0.96 1 0.96 1 0.96 0.96 0.96 0.96 0.96 1 0.96 0.96 0.96 1 0.96 0.96 0.96 <br />