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89 <br /> I <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION 81 <br /> U.S.Highway 70 ALT at Lawrence Road <br /> AM PEAK HOUR <br /> Lawrence Road Lawrence Road U.S.Highway JO ALT U.S.Highway JO ALT <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 0 126 158 32 0 6 249 132 0 50 I68 149 0 46 1 211 31 <br /> Count Balancing <br /> Pedes n.a <br /> Conflicing Pedestrians <br /> Bicycles <br /> Conflicing Bigcles <br /> Heavy Vehicles 0 2 8 1 0 0 5 2 EOr 1 8 2 0 3 19 0 <br /> Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 5% 2% 2% J% 9% 2% <br /> PeakHour 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 <br /> Adjustment Factor 1 1 1 1 1 1 1 111 1 1 1 1 <br /> Adjusted 2022 Volumes 0 126 158 32 0 6 249 13250 168 149 0 46 219 11 <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% 39gp <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 <br /> Background Growth Trips 0 6 J 1 0 0 11 6 0 2 8 2 10 1 <br /> 2025 No-Build Tmffic 0 132 165 33 0 6 260 138 0 52 176 48 .9 12 <br /> 2025 No-Build Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 2% 2% 5% 6% 8% 2% <br /> 2025No-Bild 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 0.13 0.93 <br /> Trip Distribution IN 25% 30% <br /> Trip Distribution OUT (30%) (25%) <br /> Balancing Adjustment <br /> Recreational Community Center Td ps 0 12 10 0 0 0 19 0 0 0 0 23 0 0 0 0 <br /> Trip Distribution IN 15% SO% 20% 10% <br /> Trip Distribution OUT (10%) (10%j (20%) (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 Vehicular Project Trips 0 12 10 0 0 0 19 0 0 0 0 23 0 0 0 0 <br /> 2025 Build Traffic 0 144 1]5 33 0 6 279 138 0 52 176 1]9 0 48 229 12 <br /> 20256uiltl Heavy Vehicle% 2% 2% 5% 3% 2% 2% 2% 2% 2% 2% 5% 2% 2% 6% B% 2% <br /> 2025 Builtl 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 <br /> PM PEAK HOUR <br /> Lawrence Road Lawrence Road U.S.Highway JO ALT U.S.Highway JO ALT <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 0 115 2J2 39 0 10 119 66 0 126 169 140 0 53 1 121 B <br /> Count Balancing <br /> Pe,!-n m <br /> Conflicing Pedestrians <br /> Bicycles <br /> Conflicting Ri-les <br /> Heavy Vehicles S02% <br /> I J 1 0 0 4 1 0 1 4 0 SO <br /> 0 5 0 <br /> Heavy Vehicle% 3% 3% 3% 2% 2% 3% 2% 2% 2% 2% 2% 2% 4% 2% <br /> 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 <br /> Adjustment Factor 1 1 1 1 1 11 1 1 1 1 1 1 <br /> Adjusted 2022 Volumes 135 272 39 0 10 119 66 0 128 169 14053 121 8 <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 5 12 2 0 0 5 3 0 6 8 6 0 2 6 0 <br /> 2025 No-Build TmHic 0 120 28q 41 0 10 1M 69 0 134 M 146 0 55 12] 8 <br /> 2025 No-Build Heavy Vehicle% 2% 3% 2% 2% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 4% 2% <br /> 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 <br /> Trip Distribution IN 25% 30% <br /> Trip Distribution OUT (30%) (2S%) <br /> Balancing Adjustment I I 1 -1 1 1 1 1 -2 <br /> Recreational Community Center Trips 0 25 20 0 0 0 1 16 1 0 0 0 0 22 0 1 0 1 0 0 <br /> Trip Distribution IN 35% 10% 20% 1" <br /> Trip Distribution OUT (30%) (10%) <br /> Balancing Adj I I I I I I I I I I 1 -1 <br /> Remaining Park Ama Trips 0 6 6 1 0 0 ] 1 5 0 0 0 9 5 0 1 0 1 11 1 9 <br /> Total Vehicular Project Trips 0 31 26 0 0 J 21 0 0 0 9 2] 0 0 11 9 <br /> 2025 Build Traffic 0 152 310 41 0 17 145 69 0 134 186 173 0 55 138 1] <br /> 20256uild Heavy Vehicle% 2% 3% 2% 2% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 4% 2% <br /> 2025 Build Peak Hour Factor 0.95 0.95 0.95 1 0.95 0.95 0.95 1 0.95 0.95 1 0.95 0.95 0.95 0.95 0.95 0.95 1 0.95 0.95 <br />