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
w X
Q
10
- --- -- --- -- - -- --- -- - --
X
i
i
X
5 X X X X
X X X ; X
X X X
X X X
:5
00 2 4 6 8
X= 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation:Not Given Rz=**
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
w
Q
- --X----- --- -- --- -- - -- -;
u
10 X X
X
X
5 X
i
X X
X X X X
X
X X
:5
00 2 4 6 8
X= 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation:Not Given Rz=**`*
Trip Gen Manual, 11th Edition • Institute of Transportation Engineers