Huntington-LR 930330MAXIM 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 03/30/93
Client Centex Real Estate
Project Name Huntington Ridge -Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95 t0 102
Sample Date 03/17/93
Project Number 0392002034
Method of Compaction ASTM D698
Project Moisture Req'd Qpt +5
Moisture/Density Relations
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 .Red brown sand with red brown clay balls 115.1 14.1
2 Tan and brown calcareous clay 93.0 25.3
Test Results..
Test Material Lift
Number Number
110 1 Final
111 1 Final
112 1 Final
113 2 Final
Location
House pad, block A, lot 1
House pad, block A, lot 3
House pad, block A, lot 5
House pad, block A, lot 7
Dry Density Moisture % of Maximum
(Ibs/cu. ft.) Content (%) Dry Density
109.3 14.9 95.0
112.7 14.7 97.9
111.1 15.9 96.5
88.5 25.4 95.2
All densities meet project specfications unless otherwise noted.
Technician: B. Lucas
/cey
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 company name must receive our prior written consent. This report applies only to the sample tested, and
HRO15
does not necessarily represent identical or similar samples.
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