i need the answer quickly Q.3 (30%):Classify the soils in Table 2 accord: ng to the USCS.Table 2.OpeningSoil 1Soil 2Sieve Sizo% Passing10010010099% Passingmm4.752.04941063200.853840600.425280 252095100015900 075200L.L.88655Plasticity IndexNP28

According to the USCS, the soils are divided into two major categories: Coarse-grained soil: The…

Classify the soils in Table 2 accord ng to the USCS. Table 2. Opening Soil 1 Soil 2 Sieve Size % Passing % Passing 100 100 100 mm 4 4.75 94 10 20 40 60 2.0 63 0.85 38 0.425 28 99 0.25 20 95 100 015 0.075 200 L.L. Plasticity Index 8. 86 55 28 NP

Classify the soils in Table 2 accord ng to the USCS. Table 2. Opening Soil 1 Soil 2 Sieve Size % Passing % Passing 100 100 100 mm 4 4.75 94 10 20 40 60 2.0 63 0.85 38 0.425 28 99 0.25 20 95 100 015 0.075 200 L.L. Plasticity Index 8. 86 55 28 NP

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

Q.3 (30%):
Classify the soils in Table 2 accord: ng to the USCS.
Table 2.
Opening
Soil 1
Soil 2
Sieve Sizo
% Passing
100
100
100
99
% Passing
mm
4.75
2.0
4
94
10
63
20
0.85
38
40
60
0.425
28
0 25
20
95
100
015
90
0 075
200
L.L.
8
86
55
Plasticity Index
NP
28

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