Stonemeade-LR 930526MAXIM ENGINEERS, INC.
Engineering and ErwironrnwyW Consultants
2342 Fabens a P.O. Box 59902 a Dallas, TX 75229
(214) 247 -7575 a FAX (214) 484
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date
05/26/93 Sample Date 05/11/93
To
Centex Real Estate
Project #
0393000705
Project
Huntington Ridge - Paving - Coppell, Texas
Identification
Moisture/Density Relations of Soil
Test Procedure
ASTM D 698 A
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Light grey silty clay with calcareous
nodules (lime treated)
Material Origin ... ............................... Kings Ridge, Station 1+00
Liquid Limit ..... ............................... 34
Plastic Limit ..... ............................... 24
Plasticity Index ... ............................... 10
Maximum Density . ............................... 110.9 lbs. /cu.ft.
Optimum Moisture ............................... 16.9 percent
Technician: L. Amason
/bk
Centex Real Estate Corporation - Derek Earle, P. E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This reportis 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. 04180
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