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December 30, 2019 NorthPoint Development Trip Generation Study 6 Smaller cross dock facilities were the most commonly encountered building type within the five study sites. Like larger cross dock facilities, facilities under 600,000 sq. ft. tend to have trip generation rates that are lower than likely comparable ITE land uses. While the smaller cross dock facilities had a slightly higher weekday trip generation rate than large cross dock facilities, they tend to have a lesser trip generation rate in the Peak Hours. Trip Rates are shown in Table 4 and raw data can be found in Appendix IV. Table 4: Trip Generation Rate - Smaller Cross Dock Buildings Weighted Average Rate (1000 Sq. Ft.) Equation R^2 Weekday Land Use 130 3.37 Ln(T) = 0.52 Ln(X) +4.45 0.58 Land Use 140 3.93 T = 3.16(X) + 160.04 0.82 Land Use 150 1.74 T = 1.58(X) + 45.54 0.93 Land Use 154 1.4 Not Provided Not Provided Smaller Cross Dock 1.32 Not Provided Not Provided AM Peak Hour Adj. St. Land Use 130 0.4 Not Provided Not Provided Land Use 140 0.62 Not Provided Not Provided Land Use 150 0.17 T = 0.12(X) + 25.32 0.69 Land Use 154 0.08 Not Provided Not Provided Smaller Cross Dock .06 Not Provided Not Provided PM Peak Hour Adj. St. Land Use 130 0.4 Not Provided Not Provided Land Use 140 0.67 Not Provided Not Provided Land Use 150 0.19 T = 0.12(X) + 27.82 0.65 Land Use 154 0.1 Not Provided Not Provided Smaller Cross Dock .06 Not Provided Not Provided AM Peak Hour Generator Land Use 130 0.41 Not Provided Not Provided Land Use 140 .81 T = 0.61(X) + 34.25 .80 Land Use 150 .85 T = 0.11(X) + 30.07 .85 Land Use 154 .12 Not Provided Not Provided Smaller Cross Dock .146 Not Provided Not Provided PM Peak Hour Generator Land Use 130 0.40 Not Provided Not Provided Land Use 140 .79 T = 0.62(X) + 29.00 .76 Land Use 150 .24 T = 0.15(X) + 22.52 .91 Land Use 154 .16 Not Provided Not Provided Smaller Cross Dock .15 Not Provided Not Provided