A 4% grade intersects a -2.6% gradw at station 1 +990 of elevation 42.30 m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe stopping sight distance specifications. Design velocity = 57 kph Height of driver's eye from the pavement = 1.37m Height of an object over the pavement ahead. 100 mm Perception-Reaction time = 3/4 seconds f = 0.13 Determine the stopping sight sight distance in m.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 4% grade intersects a -2.6% gradw at station 1 +990 of elevation 42.30 m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe
stopping sight distance specifications.
Design velocity = 57 kph
Height of driver's eye from the pavement = 1.37m
Height of an object over the pavement ahead. 100 mm
Perception-Reaction time = 3/4 seconds
f = 0.13
Determine the stopping sight sight distance in m.
Transcribed Image Text:A 4% grade intersects a -2.6% gradw at station 1 +990 of elevation 42.30 m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe stopping sight distance specifications. Design velocity = 57 kph Height of driver's eye from the pavement = 1.37m Height of an object over the pavement ahead. 100 mm Perception-Reaction time = 3/4 seconds f = 0.13 Determine the stopping sight sight distance in m.
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