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Given a grain-size distribution and Atterburg limits below: Using the AASHTO method, the soil is classified as: Sieve size % passing 3/4" 100 #4 70 #10 55 #40 42 #200 30 LL=32%, PL=19% А-2-5 O A-2-6 O A-2-7 O A-3

Given a grain-size distribution and Atterburg limits below: Using the AASHTO method, the soil is classified as: Sieve size % passing 3/4" 100 #4 70 #10 55 #40 42 #200 30 LL=32%, PL=19% А-2-5 O A-2-6 O A-2-7 O A-3

Structural Analysis
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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Given a grain-size distribution and Atterberg limits below: Using the AASHTO method, the soil is classified as: | Sieve size | % passing | |------------|-----------| | 3/4" | 100 | | #4 | 70 | | #10 | 55 | | #40 | 42 | | #200 | 30 | LL=32%, PL=19% Classification options: - A-2-5 - A-2-6 - A-2-7 - A-3 Instructions: Use the provided sieve analysis data along with Atterberg limits (Liquid Limit and Plastic Limit) to determine the soil classification according to the AASHTO method. Choose the correct classification from the given options.
Transcribed Image Text:Given a grain-size distribution and Atterberg limits below: Using the AASHTO method, the soil is classified as: | Sieve size | % passing | |------------|-----------| | 3/4" | 100 | | #4 | 70 | | #10 | 55 | | #40 | 42 | | #200 | 30 | LL=32%, PL=19% Classification options: - A-2-5 - A-2-6 - A-2-7 - A-3 Instructions: Use the provided sieve analysis data along with Atterberg limits (Liquid Limit and Plastic Limit) to determine the soil classification according to the AASHTO method. Choose the correct classification from the given options.
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