Copperstone-LR 930302 (3) 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 DENSI'I¥ OF SOIL
Report Date 03/02/93 Sample Date 02/13/93
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 %
I , Dark yellow brown clayey sand with mimmal clayballs 119.1 10.7
II
Test Material Lift Location Dry Density Moisture % of Meximum
Number Number (lbs/cu. ft.) Content ~'/o) Dry Density
9 I 1st 400' west of park, 900' north of Cowboy 112.7 10.7 95.0
Drive
10 1 1 st 450' west of park, 1000' north of Cowboy 113.8 13.6 95.5
Drive
11 I 1st 480' west of park, 1200' north of Cowboy 114.3 13.6 96.0
Drive
All densities meet project specifications unless otherwise noted.
/
Technician: T. Pickens J
/cay ~
Centex Real Estate Corporation - Derek Earle, P.E. ~F
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr
.This repgrt is for~e sole use of.the client add.,ressed. T~.e use of our company t ' ' '
name taus recen~ our prior written consent. This report applies only to the sample tested, and
aoes not necessamy represent identicm or similar samples.
CSOOS