PROBLEM: Topographic survey conducted by SALCON shows that the centerline at a proposed road cross section crosses a small valley between stations 10 + 022 (elevation 123.00 m) and station 10 + 060 (elevation 122.50 m). The stationing at the bottom of the valley is 10 + 037 (elev. 111.2 m). The grade line of the proposed road passes the ground points at the edges of the valley (sta. 10 + 022) and (10 + 060) and the section at any of these stations are three level sections. Width of road base is 10 m with side slope of 2:1. Assume that the sides of the valley slope directly to the lowest point from the edges.
PROBLEM: Topographic survey conducted by SALCON shows that the centerline at a proposed road cross section crosses a small valley between stations 10 + 022 (elevation 123.00 m) and station 10 + 060 (elevation 122.50 m). The stationing at the bottom of the valley is 10 + 037 (elev. 111.2 m). The grade line of the proposed road passes the ground points at the edges of the valley (sta. 10 + 022) and (10 + 060) and the section at any of these stations are three level sections. Width of road base is 10 m with side slope of 2:1. Assume that the sides of the valley slope directly to the lowest point from the edges.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PROBLEM: Topographic
A. Find the cross sectional area of fill at station 10 + 037.
a. 330.45
b. 385.29
c. 425.30
d. 350.62
B. Compute the volume of fill from station (10 + 022) to (10 + 037).
a. 2240
b. 3640
c. 2580
d. 2890
C. Compute the volume of fill from station (10 + 037) to (10 + 060).
a. 4020
b. 5840
c. 3840
d. 4431
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