For a soil specimen, given the following: % passing sieve #4 -92%, sieve #10-81%, sieve # 40-78%, LL-48%, PL=16%, GI-18.2 classify the soil by AASHTO classification system. GI = (F 200 - 35)[0.2 + 0.005(LL - 40)] +0.01 (F200 - 15) (PI - 10)

Q: • AASHTO SOIL CLASSIFICATION (by AASHTO) AASHTO = American Association of state Highway and…

A: Group Index of soil is the number used to allude to the nature of soil utilized as subgrade material…

Q: Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the…

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Q: Using the Plasticity Chart, what is the Group Symbol for a soil with the following Atterbrg Limits…

A: Given data  Liquid limit  = 55 Plastic limit  = 20   To Determine  Group symbol for soil =?

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Q: Consider the grain size gradation curve for the soil shown in the image below and classify the soil…

A: Look at the % passing through sieve no 200=20<50%⇒COARSE GRAINED SOIL

Q: A laboratory test was conducted according to Method A of the ASTM D4318 to find the liquid limit of…

A: The wet mass of the soil sample with the mass of the can is measured, again the dry mass of the…

Q: Q5: Classify the soil with the data in table below using USCS to find the followings 1- group symbol…

A: H