Copperstone-LR 930308 (3) MAXIM ENGINEERS, INC. - 2-342 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 03/04/93
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 (pc0 Optimum Moisture %
1 , Dark gray shaley clay with limestone fragments and fill 92.0 26.9
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
50 1 3rd 1200' west of Park, 1000' north of Cowboy 93.3 27.0 101.4
Dr.
51 I 3rd 1000' west of Park, 850' north of Cowboy Dr. 93.2 27.5 101.3
52 I 3rd 700' west of Park, 600' north of Cowboy Dr. 92.9 28.3 100.9
53 1 3rd 800' west of Park, 900' north of Cowboy Dr. 93.2 27.1 101.3
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
/¢sm
Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation-Rod Vilhouer
itY of Coppell - Larry Davis
y of Coppell Garreth D. Campbell, Sr.
his report is for ~e sole use of. the cli.ent addr.essed. The use of our company name mast receive our prior written consent. This report applies only to the sample tested, and
oes not necessarily represent identical or similar samples. CS009
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