Copperstone-LR 930709 MAXIM ENGINEERS, INC. 2342 Fabens · P.O. Box 59902 · Dallas, TX
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL
Report Date 07/09/93 Sample Date 06/23/93
Client Centex Real Estate Project Number 0392002041
Project Name Copper Stone - Lots & Blocks - Coppell, Texas
Density Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd 95 Project Moisture Req'd 0+5
Material Proctor Results
Number Description Maximum Dry Density (pc0 Optimum Moisture %
1 Yellow, brown clay 97.5 22.9
II
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
151 I 1st Block A, lot 37 97.5 23.0 100.0
152 1 1 st Block A, lot 39 94.6 24.3 97.0
153 I 1st Block A, lot 41 99.0 24.4 101.5
154 1 I st Block A, lot 43 96.7 25.5 99.2
155 I 1st Block A, lot 45 99.3 22.9 101.8
156 1 1st Block A, lot 47 100.1 23.8 102.6
157 I 1 st Block A, lot 49 95.3 25.2 97.7
All densities meet project specifications unless otherwise noted.
Technician: L. Amason
/aas
Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr. -~
his 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
oes not necessarily represent identical or similar samples. 5195 (400166)