Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 17, Problem 15P
To determine

Soil classification using USCS method

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The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Compute Cu and Cc. (b) Report the percentage gravel, sand, silt, and clay according to AASHTO. (c) Classify the soil according to AASHTO.
The following results were obtained by a mechanical sieve analysis. Classify the soil using the Unified Soil Classification System (USCS). Sieve Analysis, % Passing by Weight than No. 4: 30%, than No. 40: 40%, than No. 200: 30%; liquid limit = 33; plastic limit = 12.
Given the sieve analysis and plasticity data for five soils, classify the soil 4 and 5 according to Unified Soil Classification System  and explain your steps for each soil sample classifications.
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