A vertical curve is needed to join to tangents; G₁=5% and G2=2%. Assuming the worst case scenario for braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 50 mph. Response Feedback: G₂-G₁ is negative, therefore a crest curve. A=3 SSD(-G1)=463.6 ft If you assume SL, Lmin=208 ft. SSD is greater than Lmin. The assumption is good.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A vertical curve is needed to join to tangents; G₁-5% and G2-2%. Assuming the worst case scenario for
braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the
minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 50 mph.
Response
Feedback:
G2-G₁ is negative, therefore a crest curve.
A=3
SSD(-G1)=463.6 ft
If you assume S<L, Lmin=299 ft. SSD is not less than Lmin. The assumption does not
hold.
If you assume S>L, Lmin=208 ft. SSD is greater than Lmin. The assumption is good.
Transcribed Image Text:A vertical curve is needed to join to tangents; G₁-5% and G2-2%. Assuming the worst case scenario for braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 50 mph. Response Feedback: G2-G₁ is negative, therefore a crest curve. A=3 SSD(-G1)=463.6 ft If you assume S<L, Lmin=299 ft. SSD is not less than Lmin. The assumption does not hold. If you assume S>L, Lmin=208 ft. SSD is greater than Lmin. The assumption is good.
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