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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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