Copperstone-LR 930314 ~'~IAXIM ENGINEERS, INC. - z342 Fabens · P.O. Box 59902 · DaJlas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date 03/14/93 Sample Date 03/11/93
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 %
1 . Tan and brown clay with tan calcareous clay 93,0 75,3
2 Dark gray shaley clay with yellow seams 97.0 22,0
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
82 I 5th 200' west of park, 300' north of Cowboy 95.0 28.7 102.1
Drive
83 2 5th 100' west of park, 300' north of Cowboy 98.8 22.7 101.8
Drive
84 2 5th 350' west of park, 300' north of Cowboy 96.8 30.3 100.0
Drive
85 2 5th 350' west of park, 300' north of Cowboy 96.5 29.4 99.5
Drive
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
/br
Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell,
his report is for t.he 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
des not necessarily represent identical or similar samples. /" . ~ CS013