Petterson (Encore)-LR180108
173166-301/08/18
OUR REPORT NO.:DATE:
2209 Wisconsin Street, Suite 100
BROWN SILTY CLAYEY SAND WITH
MATERIAL DESCRIPTION:
Dallas, Texas 75229
SANDSTONE FRAGMENTS
Geotechnical I Construction Materials I Environmental
SC-SM
CLASSIFICATION:
www.alphatesting.com
PAD 8R (F.G. - 1.0')
SAMPLE LOCATION:
TBPE Firm No. 813
ASTM D698-B
CLIENT INFOTEST METHOD:
RECH Coppell, LLC2
SOIL ID NUMBER:
Dallas, Texas116.8PCF
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE:
11.2%
24
LIQUID LIMIT:
18
PROJECT INFOPLASTIC LIMIT:
Petterson Addition - Encore of Coppell6
PLASTICITY INDEX:
% FINER THAN NO. 200 SIEVE:
Coppell, Texas31%
MOISTURE DENSITY RELATIONSHIP
135
130
125
120
115
DRY UNIT WEIGHT (lbs/cu.ft.)
110
105
100
0%5%10%15%20%25%30%35%
MOISTURE CONTENT
Respectfully Submitted,
Todd Smith
LAB TECHNICIAN:Eric WardALPHA TESTING, INC.
FIELD TECHNICIAN:David Mathews
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.