Freeport NIP(1)-LR 841109 SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 S#ber Rd., Su/te IOOB (77055) Phone: 7131956-2130
? DALLAS: 8585 N. Stemmons Fwy. South Tower, Suite 770 (75247) Phone: 2141631-4990
FIELD SOIL MOISTURE- DENSITY TEST REPORT
TO Secure Resources, ]:nc. DATE 11-9-84
P.O. Box 45309 cc: Ginn Inc. - Paul Lu~;k
Dallas, Texas 75235
Attention: Mr. Ed Alexander
PROJECT Coppell .... REPORT NO, 84-631C-5
Freeport i~orth Industrial Site FIELD TESTDATA
SUBGRADE % OF
TEST FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO. LIFT NO. 2 LBSJCU. FT. % DENSITY
1 Sta 26 .+ 50 Trench Backfill 93.6 32.2 96.4
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167.77 [2~UCLEAR 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: I~STANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
~- PERCENT COMPACTION REQUIRED 90 PERCENT
*' NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
05.
L~.
INSPECTOR: Tom R-i ckards TIME: