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HomeMy WebLinkAbout15-05 Traffic Impact AnalysisSummary of Trip Generation Calculation. For 198 Th.Gr.Sq.Ft. of Industrial Park January 26, 2005 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2 -Way Volume 6.96 5.64 1.00 1378 7 -9 AM Peak Hour Enter 0.69 0.00 1.00 137 7 -9 AM Peak Hour Exit 0.15 0.00 1.00 30 7 -9 AM Peak Hour Total 0.84 1.03 1.00 166 4 -6 PM Peak Hour Enter 0.18 0.00 1.00 36 4 -6 FM Peak .Hour Exit 0.68 0.00 1,00 135 4 -6 PM Peak Hour Total 0.86 1.07 1.00 170 AM Pk Hr, Generator, Enter 0.71 0.00 1.00 141 AM 2k Hr, Generator, Exit 0.11 0:00 1.00 22 AM P:k Hr, Generator, Total 0.82 1.03 1.00 162 PM Pk Hr, Generator, Enter 0.18 0.00 T.00 36 PM Pk Hr, Generator, Exit 0.68 0.00 1.00 135 FM Pk Er, Generator, Total 0.86 1.09 1.00 170 Saturday 2 -Way Volume 2.49 3.28 1.00 493 Saturday Peak Hour Enter 0.11 0.00 1.00 22 Saturday Peak Hour Exit 0.24 0.00 1.00 48 Saturday Peak Hour Total 0.35 0.60 1.00 ,69 Sunday 2 -Way Volume 0.73 1.03 1.00 1`45 Sunday Peak Hour Enter 0.03 0.00 1.00 6 Sunday Peak Hour Exit 0.04 0.00 1.00 8 SUnciay Peak :Hour Total 0.07 0.28 1.00 14 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Summary of Average Vehicle Trip Generation For 198 Th.Gr.Sq.Ft. of Industrial Park January 26, 2005 Average Weekday Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition,'2003. 24 Hour 7-9 AM Pk Hour 4 -6 PM Pk Hour Two -Way Volume Enter Exit Enter Exit 1378 137 30 36 135 24 hour Peak Hour Two -Way Volume Enter Exit Saturday 493 22 48 Sunday 145 6 8 TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation `'N For 198 Th.Gr.Sq.Ft. of Industrial Park January 26, 2005 Avg. Weekday 2 -Way Volume 7 -9 AN Peak Hour Enter 7 -9 AM Peak Hour Exit 7 -9 AM Peak Hour Total 4 -6 PM Peak Hour Enter 4 -6 PM Peak Hour Exit 4 -6. PM Peak Hour Total Saturday 2 -Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday -Peak Hour Total Average Standard Adjustment Driveway Rate Deviation Factor 'Volume 6.96 5.64 0.69 0.15 0.84 0.18 0.68 0.86 2.49 0.11 0.24 0.35 0.00 0.00 1.03 0.00 0.00 1.07 3.28 0.00 0.00 0.60 Note: _A zero indicates no data available. Source: Institute of Transportation'Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS 1.00 1378 1.00 137 1.00 30 1.00 166 1.00 36 1.00 135 1.00 170 1.00 493 1.00 22 1.00 48 1.00 69 Summary of Trip Generation Rates For 196 Th.Gr.Sq.Ft. of Industrial Park January 25, 2005 Avg. Min. Max. No. Trip Trip Trip Std. of Rate Rate Rate Dev. Studies Avg. Weekday 2 -Way Volume 6.96 0.91 36.97 5.64 49 -9 AM Peak Hour Enter 0.69 0.10 1.87 0.00 0 7 -9 AM Peak Hour Exit 0.15 0.02 0.41 0.00 0 7 -9 AM Peak Hour Total 0.84 0.12 2.28 1.03 40 -4 -6 PM Peak Hour Enter 0.18 0.03 0.60 0.00 0 4 -6 PM Peak Hour Exit 0.68 0.10 2'.25 0.00 0 4 -6 PM. Peak Hour Total 0.86 0.13 2.:85 1.07 42 AM Pk. Hr, Generator, Enter 0.71 0.10 1,'96 0.00 0 AM Pk Hr, Generator, Exit 0.11 0.02 0:32 0.00 0 AM Ik Hr.; Generator, Total 0.82 0.12 2 .28 1.03 36 PM Pk Hr, Generator, Enter 0.18 0.03 0.62 0.00 0 PM 2k Hr, Generator, Exit 0.68 0.10 2.33 0.00 0 PM =k Hr, Generator, Total 0.86 0.13 2.95 1.09 36 Saturday 2 -Way Volume 2.49 0.18 43.00 3.28 14 Saturday Peak'Hour Enter 0.11 0.10 0:19 0.00 0 Saturday Peak Hour Exit 0.24 0.21 0.41 0.00 0 Saturday Peak Hour Total 0.35 0.31 0.60 0.60 3 Sunday 2 -Way Volume 0.73 0.07 2t49 1.03 14 Sunday Peak Hour Enter 0.03 0.02 0.13 0.00 0 Sunday Peak Hour -Exit 0.04 0.03 0•.`15 0.00 0 Sunday Peak. Hour Total 0.07 0.05 0.28 0.28 3 Note: A zero indicates no data available. Source.:. Institute of Transportation Engineers. Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS