Huntington-LR 930302MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484-5804
IN-PLACE DENSITY OF SOIL ~
Report Date 03/02/93 Sample Date 02/19/93
Client Centex Real Estate Project Number 0392002034
Project Name Huntington Ridge -Coppell, Texas
Density Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd g5+ Project Moisture Req'd Opt 5
MosturelDensty Relations
Material Proctor Results
Number Description Maximum Dry Density (pcff Optimum Mcisture
1 Brown silty clay, brown clay balls with gray seams 116.9 12.9
2 Dark brown clay with calcareous nodules 99.3 20.9
3 Brown and dark brown clay sand with roots 112.9 14.7
Test Results
Test Material Lift Location Dry Density Moisture °~ of Maximum
Number Number {Ibs/cu. ft.) Content (%) Dry Density
91 1 Natural House pad, block A, lot 7 113.6 16.7 97.2
92 2 Natural House pad, block A, lot 5 100.1 21.5 100.8
93 3 Natural House pad, block A, lot 3 108.1 19.7 95.8
94 1 Natural House pad, block A, lot 1 119.1 15.6 101.9
All densities meet project specifications unless otherwise noted.
Technician: B. Lucas
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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 is for the sole use of the client addressed. The use of our rnmpany name must receive our prior written rnnsent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. HR007
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