Compaction test data sheet

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Compaction test data sheet

  1. 1. COLLEGE OF ENGINEERING COMPACTION TEST KASETSART UNIVERSITYPROJECT TESTING LAB OWNER CE, KU JOB NO.LOCATION CE. BUILDING BORING NO. SIMPLE NO. 3SOIL DESCRIPTION หินคลุก DEPTH 0.00-4.50TESTED BY SURAWUT NIMTIM DATE 4/12/2012CHECK BY SURAWUT NIMTIM DATE 4/12/2012TYPE OF COMPACTION_________________________MOLD VOLUMME___________0.0818______________CU.FT.WATER CONTENT DETERMINATION:TRIAL NO. 1 2 3 4 5WET SOIL + CAN gm 87.15 73.18 84.45 59.58 88.91DRY SOIL + CAN gm 85.30 71.06 80.52 56.64 83.61WT. OF CAN gm 15.07 15.34 15.34 12.66 16.84WT. OF WATER gm 1.85 2.12 3.93 2.89 5.30WT. OF DRY SOIL gm 70.23 55.72 65.18 44.03 66.77% WATER CONTENT 2.63 3.81 6.03 6.56 7.94DENSITY DETERMINATION:WT. OF SOIL + MOLD gm 20780 20700 21160 21300 21360WT. OF MOLD gm 15780 15780 15780 15780 15780WT. OF SOIL IN MOLD, gm 5000 4920 5380 5520 5580WET DENSITY, pcf 134.757 132.600 144.998 148.772 150.389DRY DENSITY, pcf 131.304 127.733 136.752 139.613 139.326 142 𝑊 𝑜𝑜𝑜 = 7.00 % 140 OPTIMUM WATER CONTENT 𝑌 𝑑 max. = 140.00 pcf. 138 MAXIMUM DRY DENSITY 136 DRY DENSITY, PCF 134 132 2.63 131.304 130 3.81 127.733 128 6.03 136.752 6.56 139.613 126 7.94 139.326 0 2 4 6 8 10 % WATER CONTENT

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