A street underpass has a sag vertical curve. The following data apply: • Length of vertical curve: 3 stations • Entering profile grade, g1: -1.7% • Exiting profile grade, g2: +1.3% ⚫ PVI station: 30+00 • PVI elevation: 200 A drainage inlet must be designed to carry away the stormwater flow at the low point of the vertical curve. The station of the center of the inlet is most nearly. (A) 30+20 B) 30+80 C) 30+00 D) 31+90

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A street underpass has a sag vertical curve. The following data apply:
• Length of vertical curve: 3 stations
• Entering profile grade, g1: -1.7%
• Exiting profile grade, g2: +1.3%
⚫ PVI station: 30+00
• PVI elevation: 200
A drainage inlet must be designed to carry away the stormwater flow at the low point of the vertical curve. The
station of the center of the inlet is most nearly.
(A) 30+20
B) 30+80
C) 30+00
D) 31+90
Transcribed Image Text:A street underpass has a sag vertical curve. The following data apply: • Length of vertical curve: 3 stations • Entering profile grade, g1: -1.7% • Exiting profile grade, g2: +1.3% ⚫ PVI station: 30+00 • PVI elevation: 200 A drainage inlet must be designed to carry away the stormwater flow at the low point of the vertical curve. The station of the center of the inlet is most nearly. (A) 30+20 B) 30+80 C) 30+00 D) 31+90
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