Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed width? 1+180 b) What is the area of section 1+160? 9.8 2.4 c) What is the area of section 1+180? 7.6 1.3 0 3.7 0 2.3 The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right 7.4 1.2 in meters 6.6 0.8 in square meters in square meters
Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed width? 1+180 b) What is the area of section 1+160? 9.8 2.4 c) What is the area of section 1+180? 7.6 1.3 0 3.7 0 2.3 The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right 7.4 1.2 in meters 6.6 0.8 in square meters in square meters
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Given the following level section notes for stations 1+160 and 1+180:
1+160
a) What is the roadbed width?
1+180
b) What is the area of section 1+160?
9.8
2.4
c) What is the area of section 1+180?
7.6
1.3
0
3.7
The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right.
0
2.3
e) What is the prismoidal volume correction?
7.4
1.2
in meters
6.6
0.8
in square meters
in square meters
d) What is the volume between section 1+160 and 1+180 using end area method?
in cubic meters
in cubic meters](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F80a6bdbc-fee7-4e76-a21c-b2471125a7ef%2Fa5734f1a-5649-44be-85a3-60668e2692e0%2Ffnqalr5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Given the following level section notes for stations 1+160 and 1+180:
1+160
a) What is the roadbed width?
1+180
b) What is the area of section 1+160?
9.8
2.4
c) What is the area of section 1+180?
7.6
1.3
0
3.7
The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right.
0
2.3
e) What is the prismoidal volume correction?
7.4
1.2
in meters
6.6
0.8
in square meters
in square meters
d) What is the volume between section 1+160 and 1+180 using end area method?
in cubic meters
in cubic meters
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