Petterson (Encore)-LR180508
173166-1605/08/18
OUR REPORT NO.:DATE:
2209 Wisconsin Street, Suite 100
BROWN SILTY CLAYEY SAND WITH GRAVEL
MATERIAL DESCRIPTION:
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
SC-SM
CLASSIFICATION:
www.alphatesting.com
ALLEY NORTH OF PAD 7R
SAMPLE LOCATION:
TBPE Firm No. 813
ASTM D698-B
CLIENT INFOTEST METHOD:
RECH Coppell, LLC3
SOIL ID NUMBER:
Dallas, Texas106.2PCF
MAXIMUM DRY DENSITY:
OPTIMUM MOISTURE:
9.0%
20
LIQUID LIMIT:
16
PROJECT INFOPLASTIC LIMIT:
Petterson Addition - Encore of Coppell4
PLASTICITY INDEX:
% FINER THAN NO. 200 SIEVE:
Coppell, Texas21%
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:Eric WardALPHA TESTING, INC.
FIELD TECHNICIAN:Abubeker Shafi
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.