Huntington-LR 930314MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
Engineering and Envlronmenkil Consultants (214) 247-7575 • FAX (214) 4845804
IN-PLACE DENSITY OF SOIL
Report Date 03/14/93 Sample Date 03/10/93
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 95 t0 102 Project Moisture Req'd Opt +5
Mcst~re~Dens Relations
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Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 • Yellow brown clay with calcareous nodules 108.8 14.9
2 Gray shaley clay with yellow seams 89.2 28.2
Test Results
Test Material Lift Location Dry Density Moisture % of Maximum
Number Number (Ibs/cu. ft.) Content (°h} Dry Density
101 1 1st House pad, block A, lot 15 104.2 16.0 96.0
102 2 1st House pad, block A, lot 13 86.7 29.2 97.2
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
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Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhoyer
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
does no[ necessarily represent identical or similar samples. 1~ `~H~A0a11
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
(214) 247-7575 ~ FAX (214) 484 4
IN-PLACE DENSITY OF SOIL
Report Date 03/14/93
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 03/11/93
Project Number 0392002034
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
wlosttireJDensity Relations
Material Proctor Results
Number Description Maximum Dry Density (pcf) Opfimum Moisture
1 ~ Tan and brown clay with tan calcareous clay 93.0 25.3
Test Results
Test Material lift Location Dry Density Moisture `% of Maximum
Number Number (Ibs/cu. ft.) Content (%) Dry Density
103 1 2nd House pad, block A, lot 15 90.5 26.1 97.3
All densities meet project spec cations unless otherwise noted.
Technician: T. Pickens
/br
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Larry Davies
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
does not necessarily represent identical or similar samples. ~~ _ HR012
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