Copperstone-LR 930302 (2)MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
~)342 Fabens · P.O. Box 59902 · Dallas, 33< 75229
(214) 247-7575 · FAX (214) 484-,5804
IN-PLACE DENSITY OF SOIL
Report Date 03/02/93 Sample Date 02/20/93
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+ Project Moisture Req'd Opt +5
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
1 . Brown, light brown olive clay with calcareous nodules 102.2 19.0
2 Gray shaley clay with fines 97.0 22.0
II
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
20 2 1st 600' west of entrance, 6' south of ball park 93.7 24.6 96.6
21 2 1st 700' west of entrance, 700' south of ball 92.7 26.2 95.6
park
800' west of entrance, 800' south of ball 105.6 19.1
park
900' west of entrance, 900' south of ball 93.9 24.0
park
22 I 1 st 103.3
23 2 1 st 96.8
All densities meet project specifications unless otherwise noted.
Technician: B. Standlee
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 k for the sole use of the client addressed. The use of our company name must ~1~ our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. CS004