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the year 2030 that include the TCAAP project traffic were developed by adding the project site <br />generated trips to the future year 2030 background traffic forecasts. Project specific trip generation <br />estimates for the AM and PM peak periods were calculated for each proposed development scenario <br />based on the proposed land use type and size. Trip generation rates from the 9th Edition of the <br />Institute of Transportation Engineers Trip Generation were used to calculate development-generated <br />traffic. A number of assumptions were made related to internal trip capture (trips that are made on- <br />site between the various proposed uses), pass-by trips (trips already existing within the study area <br />that make use of the proposed TCAAP development land uses), and mode split (trips by transit, <br />walking, or biking). The trip reductions were based on typical rates found in the general project area, <br />United States Census data, and commuter surveys that showed a reduction of approximately 15 <br />percent of trips due to transit, multi-use, pass-by and internal capture rates. <br />7. Trip Generation <br />A summary of the Minimum and Maximum Development Scenario trip generation calculations for the <br />Table 5Table 6 <br />AM and PM peak hours are shown in and. <br />Table 5 – Minimum Development Scenario Trip Generation <br />Minimum Development Scenario <br />AMPMPM <br />Total DailyAMAMPM <br />UseUnits / K sq. ft.TripsTripsTrips <br />TripsTrips InTripsTrips <br />OutInOut <br />1,50011,050210650 860 660 405 1,065 <br />Residential <br />50021,350300180 480 890 965 1,855 <br />Retail <br />Non-retail <br />1,70016,4801,995 280 2,275370 1,8152,185 <br />Commercial <br />Total48,8802,505 1,1103,6151,920 3,1855,105 <br />15%Transit and <br />Multi-use Reduction41,5502,130 945 3,0751,630 2,7104,340 <br />Factor* <br />TCAAP Traffic Analysis <br />Technical Memorandum13March 2014 <br />