Rozas Addn-LR050511Test Report
CMJ ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Tri-Star Construction
Dr. Roza's Office
Coppell
Report Distribution: Tri-Star Construction
City of Coppell
CMJ Report No.:
Date Tested:
Test:
Test Method:
Technician:
548-5051-001
May 11,2005
Liquid & Plastic Limits
ASTM D4318
Shawn Wood
CMJ Sample #: 1339
MATERIAL ORIGIN: Off-Site
SAMPLE LOCATION: Stockpile
MATERIAL DESCRIPTION: Brown Sandy Clay w/Trace Gravel
MATERIAL USE: Select Fill
LIQUID LIMIT: 32
PLASTIC LIMIT: 12
PLASTICITY INDEX: 20 *
* Non. Compliant: Contractor Notified
Project Requirements:
4-16
CMJ Engineering, Inc.
Materials Testing Manager
The test results presented in this report apply only to the specific samples, items, and areas described within this report. The
test results do not pertain to any other samples, items, or areas regardless of similarity. Our reports are produced solely for the
exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our
client and CMJ Engineering, Inc.