Copperstone-LR 930308 MAXIM ENGINEERS, INC. 2342 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 03/08/93 Sample Date 03/05/93
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
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
I Yellowish Brown, Brown Clay with calcareous nodules 108.8 14.9
Test MateriaJ Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
54 I 1st 1000' West of Park, 800' North of Cowboy 105.7 15.7 97.2
Dr.
55 I 1st 800' West of Park, 650' North of Cowboy Dr. 105.4 16.0 97.0
56 I 1st 600' West of Park, 500' North of Cowboy Dr. 105.7 15.4 97.2
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
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Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation - Rod Vilhouer
i/~"~ty of Coppell - Larry Davis
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y of Coppell Garreth D. Campbell, Sr.
his report is for Re 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
oes not necessarily represent identical or similar samples, gsOlO