Huntington-LR 930608MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
Engineering and Ernrironmental Consultar>is (214) 247-7575 ~ FAX (214) 4845804
IN-PLACE DENSITY OF SOIL I
Report Date 06/08/93 Sample Date 06/02/93
Giant Centex Real Estate Project Number 0393000705
Project Name Huntington Ridge -Paving -Coppell, Texas
Density Test Method ASTM D2922 and D3017 Metfiod of Compaction ASTM D698
Project Density Req'd 95+ Project Moisture Req'd opt+5
Material Proctor Results
Number Description Maximum Dry Density (pct) Optimum Moisture %
1 light gray silty clay with Calnods (lime treated) 110.9 16.9
Test Materiel Lift Location Dry Density Moisture % of Maodmum
Number Number Qbs/cu. 1t.) Content (96) Dry Densiiy
1 1 Final Intersection of Ridgewood Ct. and Denton 105.8 17.3 95.4
Tap Dr.
2 1 Final Intersection of Kingridge Dr. and Denton Tap 107.8 18.0 97.2
Dr.
All densities meet project specfications unless otherwise noted.
Technician: D. Pierson
/aas
Centex Real Estate Corporation -Derek Earle, P. E.
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 sampSl~t7es~~20
does not necessarily represent identical or similar samples. 04
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