Copperstone-LR 930603 MAXIM ENGINEERS, INC. -- 23~42 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 06/03/93 Sample Date 05/22/93
to Centex Real Estate
Project ii 0392002041
pro~ Copper Stone - Lots & Blocks - Coppell, Texas
Iden~r~on Moisture/Density Relations of Soil
Test Procedure ASTM D 698 A
Results
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Brown to red brown sand with
minimal clay
Material Origin .................................. Highway 121, Borrow area
Liquid Limit .................................... 15
Plastic Limit .................................... 14
Plasticity Index .................................. 1
Percent Passing No. 200 Sieve ....................... 30 percent
Maximum Density ................................ 124.3 lbs./cu.ft.
Optimum Moisture ............................... 8.6 percent
Technician: D. Pierson
/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. -- - [I 1)~ ._ _ 4414 (100050)