Freeport NIP(1)-LR 841112 SOIL AND FOUND/t TION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 Silber Rd., Suite IOOB (77055) Phone: 7131956-2130
? DALLAS: 8585 N. Stemmons Fw¥. South Tower, Suite 770 (75247) Phone: 214/631-4990
FIELD ,SOIL MOI,STURE - DEN,SITY TE,ST REPORT
TO Secure Resources, Inc. DATE 11-12-84
P.O. Box 45309
Dallas, Texas 75235 cc: Ginn ~nc. - l:aul
Attention: Mr. Ed alexander
PRO3ECT Coppell REPOSI NO. 84-631C-6
?reeport: ;!orth Industrial L,'itc FIELD TESTDATA
[] SUBGRADE % OF
TEST I~ FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO.
LIFT NO. __ LBSJCU. FT. % DENSITY
1 12' Cut STA 29 + 50 86.9 33.5 90.8
2 1' Above Pipe 27 + O0 88.2 36.3 91.0
FIELD TEST METHOD: [] VOLUMETRIC ASTM D.2167.77 E~ NUCLEAR ASTM, D-2922-81 [] SAND CONE ASTM, D.1556-74
TYPE OF MATERIAL Tan Clay
MAXIMUM DRY DENSITY 97 PCF OPTIMUM MOISTURE 23.8 PERCENT
~ METHOD OF TEST: EX STANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
I
,-- 90
~ PERCENT COMPACTION REQUIRED PERCENT
L)
-NOTE: TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MA RKED*
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INSPECTOR: Rickards TIME: 1½ hrs 26 miles