Petterson (Encore)-LR180613
173166-2206/13/18
OUR REPORT NO.:DATE:
2209 Wisconsin Street, Suite 100
BROWN LEAN SANDY CLAY SOME GRAVEL
MATERIAL DESCRIPTION:
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
CL
CLASSIFICATION:
www.alphatesting.com
20'S x 15'E FROM NW CORNER OF SITE
SAMPLE LOCATION:
TBPE Firm No. 813
ASTM D698-B
CLIENT INFOTEST METHOD:
RECH Coppell, LLC4
SOIL ID NUMBER:
Dallas, Texas106.5PCF
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE:
16.6%
47
LIQUID LIMIT:
18
PROJECT INFOPLASTIC LIMIT:
Petterson Addition - Encore of Coppell29
PLASTICITY INDEX:
% FINER THAN NO. 200 SIEVE:
Coppell, Texas89%
MOISTURE DENSITY RELATIONSHIP
125
120
115
110
105
DRY UNIT WEIGHT (lbs/cu.ft.)
100
95
90
0%5%10%15%20%25%30%35%
MOISTURE CONTENT
Respectfully Submitted,
Todd Smith
LAB TECHNICIAN:Luis TrianoALPHA TESTING, INC.
FIELD TECHNICIAN:Edward Nshimyumuremyi
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.