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For S < L . For S ? L . Assuming h=0.6 m, headlight height; and a ? = 1?, upward divergence of the light beam, For S < L . For S ? L . Sag Vertical CurvesHeadlight Sight Distance. . . The centrifugal acceleration should not exceed 0.3 m/s2. The minimum length of the sag curve is:where: A = change in grade, V = speed in km/h. This requirement is only about 50% of the headlight sight distance. .
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1. Vertical Profile (3) Lecture 9
Text: A Policy on Geometric Design, pp.280-283
6. Sag Vertical Curves
7. Sight Distance at Undercrossings
8. Horizontal and Vertical Alignments
It is difficult and costly
to correct alignment deficiencies
after the highway is constructed.
9. Vertical and horizontal alignments should be balanced (similar number of curves of similar lengths).
Vertical curves should be superimposed on horizontal curves or vice versa.
No sharp and short horizontal curves should be located near the crests.
A horizontal curve longer than a vertical curve is desirable.
A horizontal curve should not be introduced near the low point of a pronounced sag curve (causes distorted appearance and crash risk at night).
10. Combining Alignments Long tangents on two-lane highways secure a sufficient passing sight distance.
Horizontal curvature and profile should be as flat as possible at intersections.
On divided highways profiles and horizontal alignments should be considered in each direction separately.
Depressed facilities in residential areas make less nuisance to the neighborhood.
Road alignment should expose attractive scenic views to the motorists.