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Computing Relative Compaction from Sand Cone Data Sand Cone Test Results: ● ● ● ● ● Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-³ m³ Laboratory optimum moisture content 11.8% and maximum dry unit weight is 19 kN/m³ Project requires RC ≥ 90% Standard Proctor Compute dry unit weight and RC.

Computing Relative Compaction from Sand Cone Data Sand Cone Test Results: ● ● ● ● ● Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-³ m³ Laboratory optimum moisture content 11.8% and maximum dry unit weight is 19 kN/m³ Project requires RC ≥ 90% Standard Proctor Compute dry unit weight and RC.

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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Computing Relative Compaction from Sand Cone Data Sand Cone Test Results: ● Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-³ m³ Laboratory optimum moisture content 11.8% and maximum dry unit weight is 19 kN/m³ Project requires RC ≥ 90% Standard Proctor Compute dry unit weight and RC.
Transcribed Image Text:Computing Relative Compaction from Sand Cone Data Sand Cone Test Results: ● Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-³ m³ Laboratory optimum moisture content 11.8% and maximum dry unit weight is 19 kN/m³ Project requires RC ≥ 90% Standard Proctor Compute dry unit weight and RC.
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