Results of a proctor compaction test are as follows; Trial 1: wet density = 126 Ib/ft., moisture content = 5.8% Trial 2: wet density = 128.3 lb/ft., moisture content = 7.0% Trial 3: wet density - 131.5 lb/ft³ , moisture content = 7.5% Trial 4: wet density = 131.5 lb/ft³ , moisture content = 9.2% Trial 5: wet density = 128 lb/ft³ , moisture content = 10.1% What is the nearest maximum dry density and optimum moisture content and PZAV (Zero Air-Voids Density) at optimum moisture content (S.G =2.7 and Pw=62.4 lb/ft³)?

Results of a proctor compaction test are as follows; Trial 1: wet density = 126 Ib/ft., moisture content = 5.8% Trial 2: wet density = 128.3 lb/ft., moisture content = 7.0% Trial 3: wet density - 131.5 lb/ft³ , moisture content = 7.5% Trial 4: wet density = 131.5 lb/ft³ , moisture content = 9.2% Trial 5: wet density = 128 lb/ft³ , moisture content = 10.1% What is the nearest maximum dry density and optimum moisture content and PZAV (Zero Air-Voids Density) at optimum moisture content (S.G =2.7 and Pw=62.4 lb/ft³)?

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter6: Soil Compaction

Section: Chapter Questions

Problem 6.7P

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