I need the answer quickly ASAP Use the obtained (Described in the Table below) from the laboratory and site effort for subgradecompaction layers to determine the degree of compaction by conducting sand replacement test:Table: Result of sand replacement test1.262Bulk density of sand ,gm/cmWeight of wet soil sample from the hole, gm.Water Content in the field %37247.5Wight of the plastic gallon filled with the sand before using ,gm.Wight of the plastic gallon filled with the sand after using ,gm.Weight of sand filled the cone, gm.Max. dry unit weight of15741121531153tion in a Lab, gm/cm1.812

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Answered: determine the degree of compaction

Engineering

Civil Engineering

determine the degree of compaction

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

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

I need the answer quickly ASAP

Use the obtained (Described in the Table below) from the laboratory and site effort for subgrade
compaction layers to determine the degree of compaction by conducting sand replacement test:
Table: Result of sand replacement test
1.262
Bulk density of sand ,gm/cm
Weight of wet soil sample from the hole, gm.
Water Content in the field %
3724
7.5
Wight of the plastic gallon filled with the sand before using ,gm.
Wight of the plastic gallon filled with the sand after using ,gm.
Weight of sand filled the cone, gm.
Max. dry unit weight of
15741
12153
1153
tion in a Lab, gm/cm
1.812

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