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Mathematical Problems in Engineering
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2014
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Article
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Tab 7
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Research Article
Driver Behavior on Combination of Vertical and Horizontal Curves of Mountainous Freeways
Table 7
Average speed of different size vehicles in different lanes in k1139+530~k1139+920 interval and k1143+520~k1143+940 interval.
Number
Vehicle group
Inner lane
Curb lane
/(km·h
−1
)
/(km·h
−1
)
C1
S
91.32
17.18
77.51
21.79
L
77.18
13.53
56.64
15.90
C2
S
77.42
16.71
64.95
23.66
L
69.12
13.21
45.83
18.95