HomeMy WebLinkAboutAlpha Testing - 9/22/2017 (2)09/22/17
CLASSIFICATION:
SAMPLE LOCATION:
TEST METHOD:ASTM D698-B
TESTED FOR:SOIL ID NUMBER:3
107.1 PCF
16.7 %
LIQUID LIMIT:39
PROJECT:PLASTIC LIMIT:18
PLASTICITY INDEX:
63%
Respectfully Submitted,
Tim Begole Sr.
ALPHA TESTING, INC.
5058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813 SW Slope behind Stadium
MAXIMUM DRY UNIT WEIGHT:
% FINER THAN NO. 200 SIEVE:
OPTIMUM MOISTURE CONTENT:
MATERIAL DESCRIPTION:
CL
OUR REPORT NO.:
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 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.
21
Grapevine - Colleyville ISD
Grapevine, Texas
Mustang Panther Stadium
Grapevine, Texas
F171917-11
Brown and Tan Sandy Clay
90
95
100
105
110
115
120
125
-1%4%9%14%19%24%29%34%
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MOISTURE CONTENT
MOISTURE DENSITY RELATIONSHIP