Copperstone-LR 930401 (3) MAXIM ENGINEERS, INC. 2:~42 Fabens · P.O. Box 59902 · Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date 04/01/93 Sample Date 03/17/93
Client Centex Real Estate Project Number 0392002041
Project Name Copper Stone - Coppell, Texas
Density Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd 95 to 102 Project Moisture Req'd opt +5
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Material Proctor Results
Number Description Maximum Dry Density (pct) Optimum Moisture
I -Red brown sandy clay with clay balls with gray seams 115.5 13.5
Test Material Uft Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ff.) Content (%) Dry Density
107 I 6th General fill 1100' west of Cowboy Drive, 800' 115.4 13.5 99.9
south of north property line
108 1 6th General fill 5100' west of Cowboy drive, 600' 114.2 16.4 96.3
south of property line
109 I 5th General fill 1100' west of Cowboy Drive, 400' 114.8 14.3 99.4
south of property line
All densities meet project specifications unless otherwise noted.
Technician: B. Lucas
/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 cousenc This report applies only to the sample tested, and
does not necessarily represent identical or similar samp]es. CS016