Gibbs Sta DCEC-LR 940829 i?" """ reed engineering
101
· ~ 95
93
91
16 17 20 22 24 26
Moisture Content (%)
Standard Proctor Compaction Test No. 2
25 blows per each of 3 layers, with 5.5 pound hammer
and 12 inch drop using 4 inch diameter mold
Test performed on minus #4 Sieve size material
Boring No.- Location Denton Creek at Gibbs Station
Coppell, Texas
Depth - Sample No.__
Classification Dark brown sandy clay
Liquid Limit % Maximum Unit
Plastic Limit o/o Dry Weight 99.4 pcf
Plasticity Index Optimum
Moisture Content 20.6 %
OPTIMUM MOISTURE DENSITY CURVE
GEOTECHNICAL CONSULTANTS