▼ Part A Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00 % and g₂ = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft. Express your answer feet to five significant figures. ΠΫΠΙ ΑΣΦ S= Submit Request Answer vec 4 C ? ft

▼ Part A Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00 % and g₂ = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft. Express your answer feet to five significant figures. ΠΫΠΙ ΑΣΦ S= Submit Request Answer vec 4 C ? ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

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Item 4
Part A
Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00% and g2 = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft.
Express your answer in feet to five significant figures.
197| ΑΣΦ ↓↑ vec
S=
Submit
Provide Feedback
Request Answer
?
ft

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