Copperstone-LR 930706 MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 59902 · Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date 07/06/93 Sample Date 06/24/93
To Centex Real Estate
Project # 0392002041
Project Copper Stone - Lots & Blocks - Coppell, Texas
laen~on Moisture/Density Relations of Soil
Test Pro~dnre ASTM D 698 A
Results
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Yellow brown clay
Unified Soil Classification ........................... CH
Material Origin .................................. On site
Liquid Limit .................................... 61
Plastic Limit .................................... 20
Plasticity Index .................................. 41
Percent Passing No. 200 Sieve ....................... 80 percent
Maximum Density ................................ 97.5 lbs./cu.ft.
Optimum Moisture ............................... 22.9 percent
Lots 36, 37, 24, and 27
Technician: L. Amason
/bk
Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.-----
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. 4937 (100776)