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Advances in Civil Engineering
/
2019
/
Article
/
Tab 2
/
Research Article
Effects of Revised Toll-by-Weight Policy on Truck Overloading Behavior and Bridge Infrastructure Damage Using Weigh-in-Motion Data: A Comparative Study in China
Table 2
Toll fee structure for the initial toll-by-weight policy.
Weight type
Weight scenario
Fee rate (CNY/km)
W
legal
W
legal
≤
W
light
R
=
r
i
×
b
(
i
≤ 3) or
r
i
−1
×
b
(
i
>
3)
W
legal
>
W
light
R
=
r
i
×
b
W
excess
W
excess
≤ 0.3
W
limit
R
=
r
i
×
b
W
excess
> 0.3
W
limit
R
= [4 × (
G
− 1.3
W
limit
)/
W
limit
+ 1] ×
r
i
×
b