HomeMy WebLinkAboutMOISTURE DENSITY - F241078-1391479-205/13/24
CLASSIFICATION:
SAMPLE LOCATION:
TEST METHOD:ASTM D698-B
TESTED FOR:SOIL ID NUMBER:2
112.1 PCF
15.8 %
LIQUID LIMIT:30
PROJECT:PLASTIC LIMIT:15
PLASTICITY INDEX:
41%
Respectfully Submitted,
Ronnie Yeoman
Project Manager
UES / Alpha Testing, LLC
Environmental Consulting & Permit Support | Geotechnical Engineering | Materials Testing & Special Inspections | Geophysical Technologies
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of UES. 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.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.TeamUES.com
TBPELS Firm No. 813 On-site Stockpile
MAXIMUM DRY UNIT WEIGHT:
% FINER THAN NO. 200 SIEVE:
OPTIMUM MOISTURE CONTENT:
MATERIAL DESCRIPTION:
SC
OUR REPORT NO.:
15
GTIS Acquisitions, LLC
New York, New York
121 Commerce Center Addition (Lot 1)
Grapevine, Texas
F241078-1391479-2
Brown Clayey Sand
95
100
105
110
115
120
125
130
-2%3%8%13%18%23%28%33%
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