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85- 100% 4 ?: 3 2::~ 1
2::
Other Signalized
ARTERIAL/NON- STATE ROADWAY AD,
signa! ized intersection HJSTMENTS
D!VIDED/ UNDIVIDED
Level
aileI' corresponding volumes
A B D E
by the indicmed percent)
530 660 Lanes Ivledian Len Tums Lanes
i 40 1,. 320 1
Adjustment Factors
Divided Yco: 5~'o
Source: Florida Department I
orTramponmion 02122/ 0:: Undivided No 20%
Systems Planning Off!cc Ivlulti Undivided Yes t}
605 Suwannee Street. MS i 9 ir
Multi UndIvided No
Tallahassee, FL 32399- 0450
http://\Vww j
k'"
Vd of sr.rv1cC D C'me F
bC<" oc-c:ause
For bicycle
97
Number of
Avg. Number of
Directional exiting
Generation
of Rates Standard Deviation
0. 62 0. 10 1. 64 0. 82
700
600
500 - - .
en
0 X
c:
LU
400
D
3
c : X X
D
D
0') X-
300 -
D : X
X ><
I ,
l- X
X
200 ~:--
X.
X
100
o
o 100 200 300 400 500 600 700 800 900 1000 1100
x = Number of Dwelling Units
X Actual Data Points Fitted Curve Average Rate
Fitted Curve Equation: T = 17. 65 0. 77
308 Institute of Transportation
Trip Generation, 7th Edition
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