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From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data centage finer by weight 100% 80% 60% 40% Soil Sample Identification H I J L FINES Liquid Limit 60 H 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course #4 GRAVEL Fine Coarse 3" I E

From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data centage finer by weight 100% 80% 60% 40% Soil Sample Identification H I J L FINES Liquid Limit 60 H 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course #4 GRAVEL Fine Coarse 3" I E

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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From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES Liquid Limit 60 H 0.010 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine HOT SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Course Fine Coarse #4 10.000 Classify the soils H, I, J and L using 1) USCS Classification 2) AASHTO Classification 3" 100.000 I LLII. I
Transcribed Image Text:From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES Liquid Limit 60 H 0.010 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine HOT SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Course Fine Coarse #4 10.000 Classify the soils H, I, J and L using 1) USCS Classification 2) AASHTO Classification 3" 100.000 I LLII. I
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