Stonemeade-LR 930423MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
MOISTURE DENSITY RELATIONSHIP REPORT I
Report Date
04/23/93 Sample Date 04/10/93
TO
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Identification
Moisture /Density Relations of Soil
Test Procedure
ASTM D 698A
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Brown and dark brown sandy clay
(cement treated)
Material Origin ... ...............................
Paving subgrade
Liquid Limit ..... ...............................
Non plastic
Plastic Limit ..... ...............................
Non plastic
Plasticity Index ... ...............................
Non plastic
Maximum Density . ...............................
108.2 lbs. /cu.ft.
Optimum Moisture ...............................
17.9 percent
Technician: R. Pleasant
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
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 represent identical or similar samples. 02591
MAXIM ENcwtYxs. INC