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� Table 1: Yogurt Shop 1,000 S uare Feet Gross Floor Area Day/Time Period Trip Generation Rate Weekday p.m. Peak 15.12 Hour of Adjacent Street Traffic Weekday p.m. Peak 18.60 Hour of Generator Size of Number Directional Distribution Independent of Variable Studies 0.86 1 38% entering, 62% exiting 0.86 1 50% entering, 50% exiting Table 2: Coffee Shop 1,000 S uare Feet Gross Floor Area Day/Time Period Average Trip Average Size of Number Directional Distribution Generation Independent of Rate Variable Studies Weekday a.m. Peak 73.03 1.7 2 51% entering, 49% exiting Hour of Adjacent Street Traffic Weekday p.m. Peak 28.79 1.7 2 52% entering, 48% exiting Hour of Adjacent Street Traffic Weekday a.m. Peak 72.31 1.5 1 50% entering, 50% exiting Hour of Generator Saturday Peak Hour 36.67 1.8 1 42% entering, 58% exiting of Generator Ta61e 3: Donut and Ice Cream Shop 1,000 S uare Feet Gross Floor Area Day/Time Period Trip Generation Rate Weekday p.m. Peak 20.00 Hour of Adjacent Street Traffic Weekday p.m. Peak 21.67 Hour of Generator Tab/e 4: Donut and Sandwich Shop 1,000 S uare Feet Gross Floor Area Day/Time Period Trip Generation Rate Weekday a.m. Peak 59.75 Hour of Adjacent Street Traffic Weekday p.m. Peak 13.00 Hour of Adjacent Street Traffic Weekday p.m. Peak 27.75 Hour of Generator Trip Generation, 7th Edition � Size of Number Directional Distribution Independent of Variable Studies 2.4 1 50% entering, 50% exiting 2.4 1 52% entering, 48% exiting Size of Number Directional Distribution Independent of Variable Studies 4•� 1 49% entering, 51 % exiting 4.0 1 52% entering, 48°/a exiting 4.0 1 51 % entering, 49% exiting 1742 Institute of Tr.�nsportation Engineers r �