A 5% grade intersects a -3.4% grade at station 1+990 of elevation 42.30m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe specifications: 1. Design velocity = 60kph 2. Height of drivers eye from the road pavement 1.37m 3. Height of object over the pavement = 100mm 4. Perception - reaction time 0.75 sec 5. Coefficient of friction between the road pavement and the tires = 0.15 Determine the (a) Stopping sight distance (b) Station of P.C and P.T. and the location of the highest point of the curve (c) elevation of the highest point of the curve
A 5% grade intersects a -3.4% grade at station 1+990 of elevation 42.30m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe specifications: 1. Design velocity = 60kph 2. Height of drivers eye from the road pavement 1.37m 3. Height of object over the pavement = 100mm 4. Perception - reaction time 0.75 sec 5. Coefficient of friction between the road pavement and the tires = 0.15 Determine the (a) Stopping sight distance (b) Station of P.C and P.T. and the location of the highest point of the curve (c) elevation of the highest point of the curve
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:A 5% grade intersects a -3.4% grade at station 1+990 of
elevation 42.30m. Design a vertical summit parabolic curve
connecting the two tangent grades to conform with the
following safe specifications:
1. Design velocity = 60kph
2. Height of drivers eye from the road pavement = 1.37m
3. Height of object over the pavement = 100mm
4. Perception - reaction time 0.75 sec
5. Coefficient of friction between the road pavement and
the tires = 0.15
Determine the (a) Stopping sight distance (b) Station of P.C
and P.T. and the location of the highest point of the curve
(c) elevation of the highest point of the curve
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