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Steve Thatcher <br />-2- <br />September 18, <br />1986 <br />FULL <br />DEVELOPMENT <br />TRiP GENERATION COMPARISON <br />Daily <br />(Two Way) <br />PM Peak Hour <br />(Two Wayi <br />Vehicle Type <br />Assumed) <br />Expected2 <br />Assumedl Effected_ <br />Cars <br />7084 <br />5974 <br />1343 <br />17.48 <br />Light Trucks <br />530 <br />512 <br />112 <br />125 <br />Combination <br />Trucks <br />50 <br />66 <br />12 <br />17 <br />Totai <br />7664 <br />6552 <br />1467 <br />1390 <br />Ratio s assumed In report of Sept. 15, 19861 <br />office/service space at 75% office/25% werehousel light <br />industrial space at 40% officr/60% warehouse <br />2 Ratios actually expected by developerst office/service <br />space at 50% office/50% warehouses light Industrial space at <br />20% offlce/80% warehouse <br />A3 can be noted from the table, total development traffic <br />based on the expected office/warehouse ratios is less than <br />that assumed for the analysis (approximately 1100 fewergFiP <br />EA <br />daily trips), while total truck traffic for the two alter - <br />VW <br />natives Is comparable. <br />Concerning development traffic effects on Quincy St., total <br />traffic would decrease (from approximately 700 daily trips <br />to 600 daily trips) using the expected ratios of office and <br />warehouse space. <br />Concerning effects on County Road H-2, the changes in devel- <br />opment traffic characteristics would be similar to these on <br />Quincy St., reducing the total traffic volume on County Road <br />H-2 from the forecast presented In our report of Sept. 15, <br />1986. <br />If you have further questions, please call. <br />Sincerely, <br />BENSHOOF 9 ASSOCIATES, INC. <br />Mitch Wonson, Associate <br />JAB/dl/004/cor2 <br />cc. Mr. Tim Nelson, JLN Development <br />