Copperstone-LR 930401 (2) MAXIM ENGINEERS, INC. 23~2 Fabens · P.O. Box 59902 · Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 484-5804
IN-PLACE DENSFI OF SOIL
Report Date 04/01/93 Sample Date 03/13/93
Client Centex Real Estate Project Number 0392002041
Project Name Copper Stone - Coppell, Texas
Density Test Method 1 Method of Compaction ASTM D698
Project Density Req'd 95 to 102 Project Moisture Re<i'd opt +5
Material Proctor Results
Number Description Maximum Dry Density (Pc0 Optimum Moisture %
I - Dark yellow brown clay with calcareous nodules 108.8 14.9
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (lbs/cu. ft.) Content (%) Dry Density
86 1 5th 600' west of park, 450' north of Cowboy 108.3 17.6 99.5
Drive
87 I 5th 800' west of park, 500' norti, of Cowboy 107.8 18.2 100.9
Drive
88 1 5th 900' west of park 650' north of Cowboy 104.9 18.1 96.4
Drive
89 I 5th 1100' west of park, 800' north of Cowboy 104.0 18.2 95.5
Drive
90 I 5th 1300' west of park, 1000' north of Cowboy 103.7 17.2 95.3
Drive
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
/bk
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 .~.e 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 sample~. C5014