Given the following set of slope staking notes, find the fill volume between Stations 49+00 and 50+00Basis for CutBasis for FillCutslopeO 434.5610.0400.7Sta.O 537.6510050004900O None of these.4840s=2.5:1ftftLC X133.4F 5.433.6F 6.436.0CC 5.5FOF 3.5RC 3.2X2C 4.134.25FO20

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Given the following set of slope staking notes, find the fill volume between Stations 49+00 and 50+00 Basis for Cut Basis for Fill Cutslope Sta. 5100 5000 4900 48 40 s=2.5:1 ft ft L C X1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20

Given the following set of slope staking notes, find the fill volume between Stations 49+00 and 50+00 Basis for Cut Basis for Fill Cutslope Sta. 5100 5000 4900 48 40 s=2.5:1 ft ft L C X1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20

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

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Given the following set of slope staking notes, find the fill volume between Stations 49+00 and 50+00
Basis for Cut
Basis for Fill
Cutslope
O 434.5
610.0
400.7
Sta.
O 537.6
5100
5000
4900
O None of these.
48
40
s=2.5:1
ft
ft
L
C X1
33.4
F 5.4
33.6
F 6.4
36.0
C
C 5.5
FO
F 3.5
R
C 3.2
X2
C 4.1
34.25
FO
20

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