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92 <br /> 1 <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION 44 <br /> U.S.Highway 70 ALT/Palmer,Grove Church Road at US 70 <br /> AM PEAK HOUR <br /> US 70 US 70 U.S.Highway 70 ALT Palmer,Grove Church Road <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 0 132 300 7 0 3 682 4 0 2 6 115 0 1 20 1 9 6 <br /> Count Balancing <br /> Pedestnans <br /> Conflicting Pedestrians <br /> Bicycles <br /> Confl <br /> icting Bicycles <br /> Heavy Vehicles 0 5 29 1 0 1 26 1 D 0 1 5 D 1 1 0 <br /> Heavy Vehicle% 2% 4% 10% 14% 2% 33% 4% 25% 2% 2% 17% 4% 2% 5% 11% 2% <br /> 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 /> Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Adjusted 2022 V.I.- 0 132 300 ] 0 3 682 4 0 2 6 115 0 20 9 6 <br /> Annual Growd,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 G-h Trips 0 6 14 0 0 0 31 0 0 0 0 5 0 1 0 0 <br /> 2025 No-Build Tragic 0 138 314 7 0 3 713 4 0 2 6 120 0 21 9 6 <br /> 2025 No-Build Heavy Vehicle% 2% 4% 9% 14% 2% 33% 4% 25% 2% 2% 1]% 4% 2% 5% 11% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0." 0.90 0.90 0.90 0." 0.90 0." 0.90 0." 0.90 0." 0.90 0." 0.90 0." <br /> Trip Distribution IN 30% <br /> Trip Distribution OUT (30%) <br /> Balancing Adjustment <br /> Recreational Community Center Tn ps 0 23 0 0 0 0 0 0 0 0 0 12 0 0 0 0 <br /> Trip Distribution IN 3" <br /> Trip Distribution OUT (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 WNW,r Project Trips 0 23 0 0 0 0 0 0 0 0 0 12 0 0 0 0 <br /> 2025 Build Traffic 0 161 314 7 0 3 713 4 0 2 6 132 0 21 9 6 <br /> 20256uiltl Heavy Vehicle% 2% 3% 9% 14% 2% 33% 4% 25% 2% 2% 17% 4% 2% 5% 11% 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 /> US 70 US 70 U.S.Highway 70 ALT Palmer,Grove Church Road <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 0 148 606 33 0 7 355 6 0 2 13 156 0 16 6 7 <br /> Count Balancing <br /> Pedastrians <br /> Conflicting Pedestrians <br /> Bicycles <br /> Confl <br /> icting Bicycles <br /> Heavy Vehicles 120%.4 <br /> 28 2 0 E <br /> 24 0 0 0 1 4 0 1 1 1 <br /> Heavy Vehicle% 5% 6% 2% 7% 2% 2% 2% B% 3% 2% 6% 17% 14% <br /> PeakHourFactor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.99 <br /> Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 11Adjusted 2022 Volumes 606 33 0 355 6 0 2 13 156 0 16 6 ] <br /> Annual Groh 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 Growth Trips 0 7 28 1 0 0 16 0 0 0 1 7 0 1 0 0 <br /> 2025 No-Build Traffic 0 155 04 35 0 7 371 6 0 2 14 363 0 17 6 7 <br /> 2025 No-Build Heavy Vehicle% 2% 4% 4% 6% 2% 2% 6% 2% 2% 2% 7% 2% 2% 6% 1]% 14% <br /> 2025 No-Build Peak Hour Factor 0.98 0.98 0.98 0.% 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.% 0.98 0.98 <br /> Trip Distribution IN 3" <br /> Trip Distribution OUT (30%) <br /> Balancing Adjustment <br /> Recreational Community Center Trips 0 22 0 0 0 0 0 0 0 0 0 25 0 0 0 0 <br /> Trip Distribution IN 3" <br /> Trip Distribution OUT (30%) <br /> Balancing Adjustment <br /> Remaining Park Area Trips 0 14 0 0 0 0 0 0 0 0 0 17 0 0 0 0 <br /> Total Vehicular Project Trips 0 36 0 0 0 0 0 0 0 0 0 42 0 0 0 0 <br /> 2025 Build Traffic 0 192 04 35 0 7 371 6 0 2 14 205 0 17 6 7 <br /> 20256uild Heavy Vehicle% 2% 3% 4% 6% 2% 2% 6% 2% 2% 2% ]% 2% 2% 6% 1]% 14% <br /> 2025 Builtl Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.91 0.98 0.98 <br />