Question: Compute the stopping sight distance available given a 5 5 0 - f t curve, grades of g 1 = + 2 . 0 0

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 845.26ft, stakeout at full stations. Assume h1=3.50ft. and h2=2.00ft.
Express your answer in feet to five significant figures.
S=,ft
Compute the stopping sight distance available

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