Huntington-LR 930604MAXIM 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
Report Date 06/04/93 Sample Date 05/11/93
T~ Centex Real Estate
Project # 0393000705
Project Huntington Ridge -Paving -Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ~~ D 698A
Results
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Medium brown sandy clay with
calcareous nodules and limestone
(lime treated)
Unified Soil Classification ........................... N/A
Material Origin .................................. Black Oak Circle, station 10+00
Liquid Limit .................................... 39
Plastic Limit .................................... 25
Plasticity Index .................................. 14
Maximum Density ................................ 94.5 lbs./cu.ft.
Optimum Moisture ............................... 25.0 percent
Technician: L. Amason
/cey
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sri"
This report is for [he sole use of the clien[addressed. The use of our company name most receive our prior written consent. This reportappliesonly to the sam ale tested, and
does not necessarily representidentical or similar samples. ~481'(2~20J01O.i)