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Determine the relative compaction in the field based on the Laboratory compaction test results are as follow, volume of proctor mold is 1/30 c.f: Moisture Content (%) Dry Density (PCF). 10.3 118.8 14.1 118.2 12.3 120 9.5 117 15 116 Following are the results of a field unit weight determination test on the same soil with cone method: Calibrated dry sand of Ottawa sand 88.0 pef Calibrated mass of Ottawa sand to fill the cone-0.58 Kg Mass of jar + cone + sand (before use) 7.5 Kg Mass of jar + cone + sand (after use) 4.8 Kg

Determine the relative compaction in the field based on the Laboratory compaction test results are as follow, volume of proctor mold is 1/30 c.f: Moisture Content (%) Dry Density (PCF). 10.3 118.8 14.1 118.2 12.3 120 9.5 117 15 116 Following are the results of a field unit weight determination test on the same soil with cone method: Calibrated dry sand of Ottawa sand 88.0 pef Calibrated mass of Ottawa sand to fill the cone-0.58 Kg Mass of jar + cone + sand (before use) 7.5 Kg Mass of jar + cone + sand (after use) 4.8 Kg

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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Determine the relative compaction in the field based on the Laboratory compaction test results are as follow, volume of proctor mold is 1/30 c.f: Moisture Content (%) Dry Density (PCF) 10.3 118.8 14.1 118.2 12.3 120 9.5 117 15 116 Following are the results of a field unit weight determination test on the same soil with cone method: Calibrated dry sand of Ottawa sand 88.0 pef Calibrated mass of Ottawa sand to fill the cone-0.58 Kg Mass of jar + cone + sand (before use) - 7.5 Kg Mass of jar + cone + sand (after use) 4.8 Kg Mass of moist soil from the hole 3.1 Kg Moisture content of moist soil 12.4 %
Transcribed Image Text:Determine the relative compaction in the field based on the Laboratory compaction test results are as follow, volume of proctor mold is 1/30 c.f: Moisture Content (%) Dry Density (PCF) 10.3 118.8 14.1 118.2 12.3 120 9.5 117 15 116 Following are the results of a field unit weight determination test on the same soil with cone method: Calibrated dry sand of Ottawa sand 88.0 pef Calibrated mass of Ottawa sand to fill the cone-0.58 Kg Mass of jar + cone + sand (before use) - 7.5 Kg Mass of jar + cone + sand (after use) 4.8 Kg Mass of moist soil from the hole 3.1 Kg Moisture content of moist soil 12.4 %
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