11.8.23 BOA Agenda Packet - Laserfiche WebLink

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Material from October 18,2023 Agenda Packet 97 I INTERSECTION VOLUME DEVELOPMENT INTERSECTION 81 U.S.Highway 70 ALT at Lawrence Road AM PEAK HOUR Lawrence Road Lawrence Road U.S.Highway JO ALT U.S.Highway JO ALT Northbound Southbound Eastbound Westbound U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right Observed 2022 Traffic Volumes 0 1261 158 1 32 0 1 6 249 131 0 1 50 1 168 1 149 0 46 1 211 31 Count Balancing Ped-n ns Conflicing Pedestrians Bicycles Conflicting Bicycles Heavy Vehicles 0 2 8 1 0 0 5 2 EO 1 8 2 0 3 19 0 Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 2% 5% 2% 2% J% 9% 2% PeakHourFactor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Adjusted 2022 Volumes 0 126 1583206 249 132 50 168 149 0 46 219 11 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% 39gp 1.5% 1.5% 1.5% 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 Background Growth Trips 0 6 J 1 0 0 11 6 0 2 8 2 10 1 2025 No-Build Traffic 0 132 165 33 0 6 260 138 0 52 176 48 .9 12 2025 No-Build Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 2% 2% 5% 8% 2% 20251 tild Peak HourFactor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.13 0.93 Trip Distribution IN 25% 30% Trip Distribution OUT (30%) (25%) Balancing Adjustment Recreational Community Center Trips 0 12 10 1 0 0 0 19 0 0 0 0 23 0 1 0 1 0 1 0 Trip Distribution IN 15% SO% 20% 10% Trip Distribution OUT (10%) (10%j (20%)) E5%)Balancing AdjustmentRemaining Park Area Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Vehicular Project Trips 0 12 10 0 0 0 19 0 0 0 0 23 0 0 0 0 2025 Build Traffic 0 144 175 33 o 6 279 138 0 52 176 W9 0 48 229 12 20256uiltl Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 2% 2% 5% 2% 2% 6% B% 2% 2025 Build Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PM PEAK HOUR Lawrence Roatl Lawrence Road U.S.Highway JO ALT U.S.Highway JO ALT Northbound Southbound Eastbound Westbound U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right Observed 2022 Traffic Volumes 0 115 2J2 39 0 10 119 66 0 126 169 140 0 53 1 121 B Count Balancing Pe,!-n ns Conflicting Pedestrians Bicycles Conflicting Ri-les Heavy Vehicles S02% I J 1 0 0 4 1 0 1 4 0 SO 0 5 0 Heavy Vehicle% 3% 3% 3% 2% 2% 3% 2% 2% 2% 2% 2% 2% 4% 2% PeakHourFactor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 1 Adjusted 2022 Volumes 135 2]2 39 0 10 119 66 0 128 169 14053 121 8 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% 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 Background Growth Trips 0 5 12 2 0 0 5 3 0 6 8 6 0 2 6 0 2025 No-Build Traffic 0 120 28q 41 0 10 1M 69 0 134 M 146 0 55 12] 8 2025 No-Build Heavy Vehicle% 2% 3% 2% 2% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2025 No-Build Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Trip Distribution IN 25% 30% Trip Distribution OUT (30%) (2S%) Balancing Adjustment 1 -1 1 -2 Recreational Community Center Trips 0 25 20 0 0 0 16 1 0 0 0 0 22 0 1 0 1 0 1 0 Trip Distribution IN 35% 10% 20% 10% Trip Distribution OUT (1(1 (10%) Balancing Adjustment I I I I I I I I I I I 1 -1 Remaining Park Area Trips 0 6 6 1 0 0 ] 1 5 0 0 0 9 5 0 0 1 11 9 Total Vehicular Project Trips 0 31 26 0 0 J 21 0 0 0 9 2] 0 0 11 9 2025 Build Traffic 0 152 310 41 0 17 145 69 0 134 186 173 0 55 138 1] 20256uild Heavy Vehicle% 2% 3% 2% 2% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2025 Build Peak Hour Factor 0.95 0.95 0.95 1 0.95 0.95 0.95 1 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 0.95 0.95