compaction test data sheet

OWNER JOB NO.SIMPLE NO.DEPTHDATEDATE

1 2 3 4 587.15 73.18 84.45 59.58 88.9185.30 71.06 80.52 56.64 83.6115.07 15.34 15.34 12.66 16.841.85 2.12 3.93 2.89 5.30

70.23 55.72 65.18 44.03 66.772.63 3.81 6.03 6.56 7.94

20780 20700 21160 21300 2136015780 15780 15780 15780 157805000 4920 5380 5520 5580

134.757 132.600 144.998 148.772 150.389131.304 127.733 136.752 139.613 139.326

2.63 131.304

3.81 127.733

6.03 136.7526.56 139.6137.94 139.326

WT. OF MOLD gm

WATER CONTENT DETERMINATION:

DENSITY DETERMINATION:

WT. OF SOIL IN MOLD, gmWET DENSITY, pcf

WT. OF WATER gmWT. OF DRY SOIL gm% WATER CONTENT

WT. OF SOIL + MOLD gm

WT. OF CAN gm

DRY DENSITY, pcf

OPTIMUM WATER CONTENT

MAXIMUM DRY DENSITY

CE, KU

TRIAL NO.WET SOIL + CAN gmDRY SOIL + CAN gm

TESTING LABPROJECT

TYPE OF COMPACTION_________________________MOLD VOLUMME___________0.0818______________CU.FT.

BORING NO.CE. BUILDINGหินคลุก

SURAWUT NIMTIMSURAWUT NIMTIM

TESTED BYCHECK BY

LOCATIONSOIL DESCRIPTION

30.00-4.504/12/20124/12/2012

COLLEGE OF ENGINEERING

KASETSART UNIVERSITYCOMPACTION TEST

𝑊𝑜𝑜𝑜 = 7.00 %

𝑌𝑑 max. = 140.00 pcf.

126

128

130

132

134

136

138

140

142

0 2 4 6 8 10

DRY

DEN

SITY

, PCF

% WATER CONTENT