Duke Lesley 3C-LR090406
ALPHA ~ TESTING
OUR REPORT NO.: 090238-1
DATE: 04/06/09
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
MATERIAL DESCRIPTION: LIGHT BROWN CLAY
CLASSIFICATION: ( CH )
SAMPLE LOCATION: STOCKPILE AT JOB SITE
Point West I Expansion (Preliminary)
Coppell, Texas
TEST METHOD: ASTM D698-A
SOIL ID NUMBER: 1
MAXIMUM DRY UNIT WEIGHT: 102.1 PCF
OPTIMUM MOISTURE CONTENT: 20.8 %
LIQUID LIMIT: 60
PLASTIC LIMIT: 22
PLASTICITY INDEX: 38
% FINER THAN NO. 200 SIEVE: 97%
TESTED FOR: Duke Construction Limited Partnership
Dallas, Texas
PROJECT:
120
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105
MOISTURE DENSITY RELATIONSHIP
130
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125
100
95
15%
20%
25%
30%
35%
40%
45%
50%
MOISTURE CONTENT
Respectfully Submitted,
Of}L LV &tJ
Christopher W. Eddy, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusi.....e use of the Client (and their designated recipients on file in our office) and shall not be reproduced andlor distributed except with express approval of Alpha. The use of our
name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed. and are not indicative of the qualities of apparently identical or similar specimens.