Copperstone-LR 930311 (4) MAXIM ENGINEERS, INC. - z'~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 03/11/93 Sample Date 02/27/93
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 - 102 Project Moisture Req'd Opt +5
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
I . Yellow brown clay with calcareous nodules 108.8 14.9
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ff.) Content (%) Dry Density
41 I 3rd 800' west of park and 600' north of Cowboy 106.3 14.9 97.7
Drive
42 I 3rd 800' west of park and 400' north of Cowboy 104.2 16.6 95.8
Drive
43 I 3rd 300' west of park and 500' north of Cowboy 103.7 16.2 95.3
Drive
44 I 3rd 350' west of park and 600' north of Cowboy 104.0 16.7 95.6
Drive
45 1 3rd 500' west of park and 700' north of Cowboy 103.8 17.1 95.4
Drive
46 I 3rd 600' west of park and 850' north of Cowboy 104.2 16.8 95,8
Drive
47 I 1st 800' west of park and 1000' north of 104.0 16.6 95,6
Cowboy Drive
48 I 2nd 825' west of park and 1000' north of 103.9 17.1 95.5
Cowboy Drive
49 I 3rd 850' west of park and 1200' north of 103.8 16.5 95.4
Cowboy Drive
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
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 consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. ~ ~.j
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