The field compaction of an earthwork was checked by an inspection engineer. In the laboratory test, the soil gives a maximum dry density of 1.521 gram/cc at optimuin moisture content of 14.8%. Construction specifications requires that the soil compacted dry density imust be at least 95% of the maximum dry density obtained from laboratory within t 0.2% of optimum moisture content. The following data were obtained in the field using the sand cone test: Volume of soil excavated = 1245-cm Weight of soil excavated = 2260 grams Dry weight of soil = 1810 grams What is the field unit weight of the soil? A. 1.815 g/cc B. 1.857 g/cc What is the in situ moisture content of the soil? A. 25.14% B. 23.78% C. 1.921 g/cc D. 1.784 g/cc C. 26.32% D. 24.86% Determine the relative compaction of the soil and whether it is adequate or not. A. 95.58, not adequate B. 95.18, adequate C. 95.18, not adequate D. 95.58, adequate

The field compaction of an earthwork was checked by an inspection engineer. In the laboratory test, the soil gives a maximum dry density of 1.521 gram/cc at optimuin moisture content of 14.8%. Construction specifications requires that the soil compacted dry density imust be at least 95% of the maximum dry density obtained from laboratory within t 0.2% of optimum moisture content. The following data were obtained in the field using the sand cone test: Volume of soil excavated = 1245-cm Weight of soil excavated = 2260 grams Dry weight of soil = 1810 grams What is the field unit weight of the soil? A. 1.815 g/cc B. 1.857 g/cc What is the in situ moisture content of the soil? A. 25.14% B. 23.78% C. 1.921 g/cc D. 1.784 g/cc C. 26.32% D. 24.86% Determine the relative compaction of the soil and whether it is adequate or not. A. 95.58, not adequate B. 95.18, adequate C. 95.18, not adequate D. 95.58, adequate

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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