Given the following data on a route survey of a proposed road, determine the following; FHD = 50 m. a. stationing of the limits of free haul b. length of overhaul STATION END AREA (m?). CUT STATION END AREA (m²). CUT FILL FILL 2 + 000 20 + 120 20 + 020 + 140 + 160 + 180 2 + 200 30 60 + 040 40 80 + 060 + 080 20 20 10 10 + 100

Given the following data on a route survey of a proposed road, determine the following; FHD = 50 m. a. stationing of the limits of free haul b. length of overhaul STATION END AREA (m?). CUT STATION END AREA (m²). CUT FILL FILL 2 + 000 20 + 120 20 + 020 + 140 + 160 + 180 2 + 200 30 60 + 040 40 80 + 060 + 080 20 20 10 10 + 100

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Volumes

Volume usually is the dimensional quantity that involves the evaluation of any three-dimensional figure enfolded inside a closed space. The SI unit (International System of Units) of volume is m3 and the dimensional unit of volume is [L3]. For estimation of the volume of any figure, various formulae are used. Another application of volume includes the reference in the sound levels, the higher the sound intensity, the louder the sound heard, and hence, the larger the volume. The SI unit of sound volume is decibels (dB).

Question

Given the following data on a route survey of a proposed road, determine the following;
FHD = 50 m.
a. stationing of the limits of free haul
b. length of overhaul
STATION
END AREA (m²)
STATION
END AREA (m?)
CUT
FILL
CUT
FILL
2 + 000
20
+ 120
+ 140
+ 160
20
+ 020
30
60
80
+ 040
+ 060
+ 080
+ 100
40
20
+ 180
20
10
2 + 200
10

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QUESTION 28 In a certain portion of road to be constructed, the following data were taken. Station 1+ 0 20.00 6.85 +2.3 Station 6.0 +2.0 Base width for cut +1.5 +1.2 1+ 6m 6.39 +1.0 6.9 +2.6 70 Solve for the volume using End-Area method.
Calculate the quantity of earth work for the road with the following: stations 0 Depth of cut (m) 1 Height of filling(m) 100 200 300 400 3 0.5 The width of road-10 m, side slope 1:1 to cut and fill. 1 2
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A. Given the level section data below. D 23.7 23.1 7.8 5.3 C 12 Station CL 1+200 C 7.8 C 5.3 C 7.4 23.7 0 23.1 1+250 C 6.5 C 6.0 C 7.5 21.75 0 23.25 1+300 C 8.5 C 6.6 C 7.0 24.75 0 22.5 Roadbed =24m Side slope 1.5 : 1 R= 700m, center of curvature is on the right. Compute for the: 1) Volume by end area method = 2) Volume by prismoidal method= 3) Prismoidal correction = 4) corrected volume by applying this prismoidal correction = 5) curvature correction = 6) corrected volume for the following cross-section= 12 7.4
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5
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