HomeMy WebLinkAbout013 - Peak Trip Generation Small Office Building
(712)
Vehicle Trip Ends vs: 1000 Sq. Ft. GFA
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location: General Urban/Suburban
Number of Studies: 21
Avg. 1000 Sq. Ft. GFA: 3
Directional Distribution: 82% entering, 18% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
1.67 0.76 -4.12 0.88
Data Plot and Equation
20
15
X
�n X
a
w X
a
H
� 10
9
- - -- - - - -- --- --- -- --- --- -- --- --- -- �
X �
� X
�
X �
5 X X X X ;
X X X ; X
X X X �
X X X �
�
�
�5
�0 2 4 6 8
X= 1000 Sq. Ft. GFA
X Study Site Average Rate
Fitted Curve Equation: Not Given R2=�*'*
Trip Gen Manual, 11th Edition • Institute of Transportation Engineers
Small Office Building
(712)
Vehicle Trip Ends vs: 1000 Sq. Ft. GFA
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location: General Urban/Suburban
Number of Studies: 21
Avg. 1000 Sq. Ft. GFA: 3
Directional Distribution: 34% entering, 66% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
2.16 0.56 - 5.50 1.26
Data Plot and Equation
20
x
15 X
X X
�n X
a
�
w
�� - - --��-
� - -- - -- ->E- ----- --- ----- --- -- -,
� �o X X �
X � X
�
�
� x
�
�
5 X '
X X ;
X X X X �
X �
�
X X �
�5
�0 2 4 6 8
X= 1000 Sq. Ft. GFA
X Study Site Average Rate
Fitted Curve Equation: Not Given R2=�*'*
Trip Gen Manual, 11th Edition • Institute of Transportation Engineers