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Material from October 18,2023 Agenda Packet 101 <br /> I <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION N5 <br /> Lawrence Road at Site Driveway I <br /> AM PEAK HOUR <br /> Lawrence Road Lawrence Road Site Driveway 1 <br /> Northbound Southltound 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 01 0 1 0 0 1 0 1 0 1 0 0 0 01 0 0 0 0 0 <br /> Count Balancing 316 444 <br /> Ped-ri ns <br /> Conflicting Pedestrians <br /> Bicycles <br /> Conflitting Bicycles <br /> Heavy Vehicles 11 10 <br /> Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 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 Volumes 0 0 316 0 0 0 dd4 0 0 0 0 0 0 0 0 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 Growth Trips 0 0 14 0 0 0 20 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Traffic 0 0 330 0 0 0 9G9 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Heavy Vehicle 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0." 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 15% 55% <br /> Trip Ditribution OUT (15%) (55%) <br /> Balancing Adjustment <br /> Recreational Community Center Tdps 0 1 0 1 0 1 12 0 42 1 0 1 0 0 0 0 1 0 0 6 0 22 <br /> Trip Distribution IN 15% 2" <br /> Trip Distribution OUT (15%) <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 Vehicula r Project Trips 0 0 0 12 0 42 0 0 0 0 0 0 0 6 0 22 <br /> 2021 Build Traffic 0 0 330 12 0 42 464 0 0 0 0 0 0 6 0 22 <br /> 20256uild Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 20256uild Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 1 0.90 0.90 0.90 0.90 0.90 0." 0.90 0.90 0.90 0.90 <br /> PM PEAK HOUR <br /> Lawrence Road Lawrence Road Site Driveway 1 <br /> Northbound Southitound 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 426 312 <br /> Pedes ri m <br /> Conflicting Pedestrians <br /> Bicycles <br /> Conflicting Bicycles <br /> Heavy Vehicles 12 4 <br /> Heavy Ve hide% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 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 Volumes 0 0 426 0 0 0 312 0 0 0 0 0 0 0 0 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 Growth Trips 0 0 19 0 0 0 14 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Traffic 0 0 445 0 0 0 326 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0." 0.90 0.90 0.90 0.. 0.90 0.90 0.90 0.90 <br /> Trip Distribution IN 15% 55% <br /> Trip Distribution OUT (15%) (55%) <br /> BaIandrRAdjustment -1 <br /> Recreational Community Center Trips 0 0 0 11 0 39 0 0 0 0 0 0 0 12 0 1 45 <br /> Trip Distribution IN 35% 20% <br /> Trip distribution OUT (15%) (2(%) <br /> Balancing Adjustment <br /> Remaining Park Area Trips 1 0 0 T 0 9 0 0 0 0 0 0 0 9 0 12 <br /> Total Vehicular Project Trips 0 0 0 18 0 46 0 0 0 0 0 0 0 21 0 52 <br /> 2025 Build Traffic 0 0 445 18 0 a326 0 0 0 0 0 0 21 0 Sy <br /> 2025 Whd Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 Build Peak Hour Factor 0.90 0.% 0.90 0.% 0.90 0.% 0.90 0.90 0.90 0.% 0.90 0.90 0.90 0.% 0.90 1 0.% <br />