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The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows: A. The mechanical analysis test results of a 500g (no waste) sample specimen of the soil is given in the table below. Opening Diameter ASTM Mass of Soil ASTM Opening Diameter Mass of Soil Sieve No. Retained, g Sieve No. Retained, g 500 um 1 mm 2 um 6 um 20 μη 75 μη 250 um 35 150 18 130 10 10 2.0 mm 65 200 35 4.75 mm 20 60 40 45 3/4 in 19.0 mm 5 425 µm 25 2 in 50.80 m B. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% and the data for the Liquid Limit test are given below. Moisture Content, % 36.5 Number of Blows, N 16 20 32.5 28 27

The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows: A. The mechanical analysis test results of a 500g (no waste) sample specimen of the soil is given in the table below. Opening Diameter ASTM Mass of Soil ASTM Opening Diameter Mass of Soil Sieve No. Retained, g Sieve No. Retained, g 500 um 1 mm 2 um 6 um 20 μη 75 μη 250 um 35 150 18 130 10 10 2.0 mm 65 200 35 4.75 mm 20 60 40 45 3/4 in 19.0 mm 5 425 µm 25 2 in 50.80 m B. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% and the data for the Liquid Limit test are given below. Moisture Content, % 36.5 Number of Blows, N 16 20 32.5 28 27

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows: A. The mechanical analysis test results of a 500g (no waste) sample specimen of the soil is given in the table below. ASTM Opening Mass of Soil Opening Diameter 500 µm 1 mm 2.0 mm 4.75 mm ASTM Mass of Soil Sieve No. Diameter Retained, g Sieve No. Retained, g 2 um 6 µm 20 um 75 μm 250 µm 425 µm 5 35 150 5 18 130 10 10 65 200 35 4 20 19.0 mm 50.80 m 60 45 3/4 in 40 25 2 in B. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% and the data for the Liquid Limit test are given below. Moisture Content, % 36.5 Number of Blows, N 16 20 32.5 28 27
Transcribed Image Text:The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows: A. The mechanical analysis test results of a 500g (no waste) sample specimen of the soil is given in the table below. ASTM Opening Mass of Soil Opening Diameter 500 µm 1 mm 2.0 mm 4.75 mm ASTM Mass of Soil Sieve No. Diameter Retained, g Sieve No. Retained, g 2 um 6 µm 20 um 75 μm 250 µm 425 µm 5 35 150 5 18 130 10 10 65 200 35 4 20 19.0 mm 50.80 m 60 45 3/4 in 40 25 2 in B. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% and the data for the Liquid Limit test are given below. Moisture Content, % 36.5 Number of Blows, N 16 20 32.5 28 27
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