ple from a site in Escondido was sieved in the lab. The entire sample h which 1200 grams passed the #200 sieve. The Atterberg limits of the s nd to be 45 and 20. Use the USCS to classify the soil. Provide the USCS gı

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A soil sample from a site in Escondido was sieved in the lab. The entire sample had a mass of 2000
grams, of which 1200 grams passed the #200 sieve. The Atterberg limits of the soil's finer fraction
were found to be 45 and 20. Use the USCS to classify the soil. Provide the USCS group symbol.
Transcribed Image Text:A soil sample from a site in Escondido was sieved in the lab. The entire sample had a mass of 2000 grams, of which 1200 grams passed the #200 sieve. The Atterberg limits of the soil's finer fraction were found to be 45 and 20. Use the USCS to classify the soil. Provide the USCS group symbol.
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