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Home My WebLink AboutTrip Calculator General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Sunday, Peak Hour of Generator Number of Studies: 10 Average 1000 Sq. Feet GFA: 97 Directional Distribution: 58% entering, 42% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.14 0.06 - 0.37 0.38 Data Plot and Equation 40 X 301-3 1 U, W a. I— d X U X 20 N /X X r / 10 - X X X X 0 I I 1 I 1 I I I t t r i ` , I ` r n 1 ' 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 X=1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.61 Ln(X)-0.23 R2=0.56 Trip Generation,7th Edition 1164 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Saturday, Peak Hour of Generator Number of Studies: 10 Average 1000 Sq. Feet GFA: 97 Directional Distribution: 54% entering, 46% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Standard Deviation Average Rate 0.41 Range of Rates 0.16 - 1.57 0.68 Data Plot and Equation 80 - X 70 - 60 X -No X c w a 50 - .c I X U m 40 LA L Q 30 - X X II X F 20 - X 10 '' X 0 I I ' I I I ' I ' ' I ' 1 ' I ' I ' I ' I ' I 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 X=1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate X 0.12 R2=0.59 Fitted Curve Equation: Ln(T)=0.81 Ln(X) Trip Generation,7th Edition 1162 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 235 Average 1000 Sq. Feet GFA: 216 Directional Distribution: 17% entering, 83% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.49 0.49 - 6.39 1.37 Data Plot and Equation 4,000 - , , X , 3,000 ,, (i) a lil / a) / , T) , , • 2,000 > / a) / a) , a) ,' > X < - , 1 1 ' XXX 1,000 X ,x XX X,' X )X,/ xx , > e.,>, ...x X X 0 XX ",4•4P, x‘,V<x ;•.", )( , 0 1000 2000 X=1000 Sq. Feet Gross Floor Area r',1 X Actual Data Points Fitted Curve Average Rate '1,14144 tr Fitted Curve Equation: T=1.12(X)+78.81 R2=0.82 Trip Generation,7th Edition 1160 Institute of Transportation Engincly!t-,1- ' .& General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 217 Average 1000 Sq. Feet GFA: 223 Directional Distribution: 88% entering, 12% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Standard Deviation Average Rate Range of Rates 1.55 0.60 - 5.98 1.39 Data Plot and Equation 4,000 3,000 w W o_ X N .) > 2,000 X a� o> d ,'X II XX /5< 1,000 X X XXX 0 ,X X . X X X 'i. Xx>X x X - x •• �X X • XX XX 0 0 1000 2000 3000 X= 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.80 Ln(X)+1.55 R2=0.83 Trip Generation,7th Edition 1159 Institute of Transportation Engineers Hotel (31 0) Average Vehicle Trip Ends vs: Rooms On a: Sunday, Peak Hour of Generator Number of Studies: 8 Average Number of Rooms: 206 Directional Distribution: 46% entering, 54% exiting Trip Generation per Room Standard Deviation Average Rate Range of Rates 0.56 0.39 - 0.72 0.75 Data Plot and Equation 300 X X cn 200 W a F- a) a) 0) a) > II 100 X X 0 400 100 200 300 X=Number of Rooms X Actual Data Points Fitted Curve Average Rate R2=0.87 Fitted Curve Equation: T=0.70(X)-29.89 Trip Generation,7th Edition 559 Institute of Transportation Engineers Hotel (31 0) Average Vehicle Trip Ends vs: Rooms On a: Saturday, Peak Hour of Generator Number of Studies: 9 Average Number of Rooms: 194 Directional Distribution: 56% entering, 44% exiting Trip Generation per Room Standard Deviation Average Rate Range of Rates 0.72 0.49 - 1.23 0.87 Data Plot and Equation 300 X X co) 200 LL d a) .) X X 7 a) O) X 100 X X X X 0 --, 300 400 100 200 X=Number of Rooms X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: T=0.69(X)+4.32 R2=0.80 Trip Generation,7th Edition 557 Institute of Transportation Engineers Hotel (310) Average Vehicle Trip Ends vs: Rooms On a: Weekday, P.M. Peak Hour of Generator Number of Studies: 35 Average Number of Rooms: 294 Directional Distribution: 58% entering, 42% exiting Trip Generation per Room Average Rate Range of Rates Standard Deviation 0.61 0.20 - 1.23 0.81 Data Plot and Equation 600 X 500 - rn c 400 W a I- _ x .) x '-X U lc x x UU) 300 X > X X d m N X X X Q X II -- X 200 X x X X X' // X 100 -, X X X X X X X X 0500 600 0 100 200 300 400 X=Number of Rooms X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=1.00 Ln(X)-0.58 R2=0.64 Trip Generation,7th Edition 555 Institute of Transportation Engineers Hotel (310) Average Vehicle Trip Ends vs: Rooms On a: Weekday, A.M. Peak Hour of Generator Number of Studies: 32 Average Number of Rooms: 289 Directional Distribution: 55% entering, 45% exiting Trip Generation per Room Standard Deviation Average Rate Range of Rates t 0.52 0.16 - 1.42 0.75 Data Plot and Equation 400 11 0. X ,, X s *:. X = °� • 300J • � ` �a C w F= X a> 200X X ' a) W '`,, •• - 0 X X X X N _ X ea a�� $ • X H x X 100 — X X X x Xa z. : XX . X X :,,,}145 , X T 0 r 600 100 200 300 400 500 X=Number of Rooms X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.87 Ln(X)+0.02 R2=0.547 a Trip Generation,7th Edition 554 Institute of Transportation Engineer,:-, ` ( IOU) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour of Generator Number of Studies: 19 Average 1000 Sq. Feet GFA: 340 Directional Distribution: 59% entering, 41% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.57 0.28 - 1.93 0.84 Data Plot and Equation 1,300 1,200 1,100 1,000 X En 900 W a- 800 X a) 700 N N 600 Q 500 X ' II X 1' 400 300 200 X X 100 X 0 X 3000 0 1000 2000 X=1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: T=0.39(X)+63.12 R2=0.86 Trip Generation,7th Edition 202 Institute of Transportation Engineers Warehousing 1 (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area i. On a: Weekday, P.M. Peak Hour of Generator Number of Studies: 18 Average 1000 Sq. Feet GFA: 354 Directional Distribution: 8 % entering, 92% exiting rip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.61 0.34 - 1.65 0.85 rata Plot and Equation 1,400 1,300 - 1,200 - X 1,100 1,000 N / W 900 '�' a ~• 800 N 700 a m 600 > X ' Q 500 _ II ~ 400 X 300 — 200 z. 100 . x�X i X 0 3000 0 1000 2000 X= 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Average Rate } IY Fitted Curve Equation: T=0.46(X)+53.12 R2=0.88 1 1' 1 j 1 203 Institute of Transportation Engineers I ip Generation,7th Edition I 1 1 Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Saturday, Peak Hour of Generator Number of Studies: 2 Average 1000 Sq. Feet GFA: 1,249 Directional Distribution: 64% entering, 36% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.12 0.06 - 0.67 Data Plot and Equation Caution-Use Carefully-Small Sample Size 300 lam/ C 200 W ♦Z X .) a) d X N II 100 - F- 0 I I I I i I 1 I I I 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 X=1000 Sq. Feet Gross Floor Area X Actual Data Points Average Rate _... . 02_**** Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Sunday, Peak Hour of Generator Number of Studies: 2 Average 1000 Sq. Feet GFA: 1,249 Directional Distribution: 52% entering, 48% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Standard Deviation Average Rate Range of Rates 0.07 0.03 - 0.43 Data Plot and Equation Caution-Use Carefully-Small Sample Size 160 150 140 130 120 y X 110 W : 100 F- N 73 90 c> m 80 ro >) 70 QX II 60 F- 50 40r 30 20 10 ‘ I I 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 X=1000 Sq. Feet Gross Floor Area - Average Rate X Actual Data Points Fitted Curve Equation: Not given •_...:..,.,.i.f Trnr,cr,nrtatinn Engineers