1. The cross section foresights at one station along a proposed highway are shown below. The HI for these foresights is 970.61 ft. Plot the cross section elevation to scale. 5.2 4.8 6.6 59 7.0 8.1 24 + 00 50 22 0 12 30 50 2. The roadway subgrade elevation is 973.30 ft., the planned roadbed is 30-feet wide, with side slopes of 2%:1. Plot the roadbed design elevations on the plot from problem 1, and find the slope intercepts and the cross section area.

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Chapter5: Analysis Of Convection Heat Transfer
Section: Chapter Questions
Problem 5.8P
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1. The cross section foresights at one station along a proposed highway are shown below. The
HI for these foresights is 970.61 ft. Plot the cross section elevation to scale.
5.2 4.8 6.6 5.9 7.0 8.1
24 + 00
50 22 0 12 30 50
2. The roadway subgrade elevation is 973.30 ft., the planned roadbed is 30-feet wide, with side
slopes of 2%:1. Plot the roadbed design elevations on the plot from problem 1, and find the
slope intercepts and the cross section area.
3. The cross section foresights for the next station are show below. They were observed from
the same instrument setup as in problem 1. The subgrade elevation is 972.30 ft. Use the same
roadbed width and side slopes from problem 2. Plot the cross section and the roadbed
elevations to scale, find the slope intercepts, and find the cross section area.
4.8
25 + 00
3.2 5.3
50 0 50
4. What is the volume of soil to be removed or added between stations 24 and 25?
Hint: To calculate volume of soil between stations 24+00 and 25+00
Use the following formula:
V = (100ft)[A24+00 + A25+00]
Transcribed Image Text:1. The cross section foresights at one station along a proposed highway are shown below. The HI for these foresights is 970.61 ft. Plot the cross section elevation to scale. 5.2 4.8 6.6 5.9 7.0 8.1 24 + 00 50 22 0 12 30 50 2. The roadway subgrade elevation is 973.30 ft., the planned roadbed is 30-feet wide, with side slopes of 2%:1. Plot the roadbed design elevations on the plot from problem 1, and find the slope intercepts and the cross section area. 3. The cross section foresights for the next station are show below. They were observed from the same instrument setup as in problem 1. The subgrade elevation is 972.30 ft. Use the same roadbed width and side slopes from problem 2. Plot the cross section and the roadbed elevations to scale, find the slope intercepts, and find the cross section area. 4.8 25 + 00 3.2 5.3 50 0 50 4. What is the volume of soil to be removed or added between stations 24 and 25? Hint: To calculate volume of soil between stations 24+00 and 25+00 Use the following formula: V = (100ft)[A24+00 + A25+00]
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