Huntington-LR 930419MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
~ Engirtearine and Ertvironrrterttd Consultar>ffi (214) 247-7575 ~ FAX (214) 484~5B04
IN-PLACE DENSITY OF SOIL
Report Date
client
Project Name
Density Test Method
Project Density Req'd
04/19/93
Centex Real Estate
Huntington Ridge -Utilities -Coppell, Texas
ASTM D2922 and D3017
95
Sample Date 04/09/93
Project Number 0393000704
Method of Compaction ASTM D698
Project Moisture Req'd opt +4
Material
Number Description
1 Dark brown dand with yellow and brown sandy seams
2 Dark yellow brown clayey sand with minimal clay balls
Proctor Results
Maximum Dry Density (pct)
110.0
119.1
Optimum Moisture %
16.2
10.7
Test Material Lift Location Dry Density Moisture 9'0 of Maximum
Number Number Qbs/cu. ft.) Content (%) Dry Density
1 2 3 feet Utility Line C, station 1 +00 116.7 14.2 98.0
below
ground
2 1 3 feet Utility line A, station 7+50 106.3 18.5 96.6
below
ground
All densities meet project specifications unless otherwise noted.
Technician: R. Pleasant
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr. r'
This 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
does not necessarily represent identical or similar samples. 02727
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