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94 <br /> 1 <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION 86 <br /> U.S.Highway 70 ALT at Site Driveway 2 <br /> AM PEAK HOUR <br /> Site Driveway 2 U.S.Highway 70 ALT U.S.Highway 70 ALT <br /> Northbound So <br /> uthbound Eastbound 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 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 <br /> Count Balancing 206 276 <br /> Ped-n s <br /> ConRiding Pedestrians <br /> Bicycles <br /> C-flitting Bicycles <br /> Heavy Vehicles 9 22 <br /> Heavy Ve hide% 2% 2% 2% 2% 2% 2% 21 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> Peak Hour Factor 0.So 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Adjusted 2022 VOlurnes 0 0 0 0 0 0 0 0 0 0 206 0 0 0 2]6 0 <br /> Annual Grov.4h Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% g2% <br /> 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 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background G-h Trips 0 0 0 0 0 0 0 0 0 9 0 0 0 13 0 <br /> 2025 No-Build Traffic 0 0 0 0 0 0 0 0 0 215 0 0 0 289 0 <br /> 2025 No-Build Heavy Vehicle 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 2% 8% 2% <br /> 2025No-Build Peak Hour Fattor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Trip Distribution IN 30% <br /> Trip Distribution OUT (30%) <br /> Balancing Adjustment <br /> Recreational Community Center Tnps 0 0 0 12 0 0 0 0 0 0 0 0 0 23 0 0 <br /> Trip Distribution IN 35% 30% <br /> Trip Distribution OUT (35%) (30%) <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 Vehicular Projett Trips 0 0 0 12 0 0 0 0 0 0 0 0 0 23 0 0 <br /> 2025 Build Traffic 0 0 0 12 0 0 0 0 0 0 215 0 0 23 289 0 <br /> 20256uild Heavy Vehicle% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 2% 8% 2% <br /> 20256uild Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> PM PEAK HOUR <br /> Site Driveway 2 U.S.Highway 70 ALT U.S.Highway 70 ALT <br /> Northbound Southbound Eastbound 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Count Balancing 218 182 <br /> Ped-n s <br /> ConRitting Pedestrians <br /> Bicycles <br /> ConRitting Bicycles <br /> Heavy Vehicles 5 5 <br /> Heavy Ve hide% %% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% fi2% 2% 3% 2% <br /> PeakHour Factor 0.900.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adjustment Factor 11 1 1 1 1 1 1 1 1 1 1 1Adjusted 2022 Volumes 00000000 0 218 0 0 182 0 <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 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background Gr-h Trips 0 0 0 0 0 0 0 0 0 0 10 0 0 0 8 0 <br /> 2025 No-Build Traffic 0 0 0 0 0 0 0 0 0 0 228 0 0 0 190 0 <br /> 2025 No-Build Heavy Vehicle% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Trip Distribution IN 30% <br /> Trip Distribution OUT (30%) <br /> Balancing Adjustment <br /> Recreational Community Center Tnps 0 0 0 25 0 0 0 0 0 0 0 0 0 22 0 0 <br /> Trip Distribution IN 35% 30% <br /> Trip Distribu[i-OUT (35%) (30%) <br /> Balancing Adjustment <br /> Remaining Park Area Trips 0 20 0 17 0 0 0 0 0 0 0 16 0 14 0 0 <br /> Total Vehicular Project Trips 0 20 0 42 0 0 0 0 0 0 0 16 0 36 0 0 <br /> 2025 Build Traffic 0 20 0 42 0 0 0 0 0 0 228 16 0 36 190 0 <br /> 2025 d Heavy Vehide% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% <br /> 2025 Build Peak Hour F.- 0.90 0.% 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1 0.90 0.90 0.90 0.90 0.90 <br />