Freeport NIP(1)-LR 841121 SOIL AND FOUNDATION EI~GINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 SIIber Rd., Sa/re IOOB (77055) Phone: 7131956-2130
DALLAS: 8585 N. Stemmons Fwy. South Tower, Su/te 770 (75247) Phone: 2141631-4990
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Secure Resources, Inc. DATE 11-21-84
P.O. Box 45309 cc: Ginn Inc. - Paul Lusk
Dallas, Texas 75235
Attention: Ed alexander
PROJECT REPORT NO. 84-631C-9
Freeport North Industrial Site/CoppF~LDTEST DATA
% OF
g SUBGRADE DRY DENSITY MOISTURE MAXIMUM
TEST FILL LOCATION LBS./CU. FT. % DENSITY
NO. LIFT NO. __
1 Sta 27 + 50 10' Down 89.0 32.0 91.7
2 Sta 27 + 20 6' Down 92.8 31.2 95.7
3 Sta 26 + 80 3' Down 89.7 33.0 91.8
FIELD TEST METHOD; [] VOLUMETRIC ASTM D-2167.77 ~ NUCLEAR ASTM, 0-2922-81 D SAND CONE ASTM, D-1556-74
Tan Clay
TYPE OF MATERIAL
97 23.8
MAXIMUM DRY DENSITY PCF OPTIMUM MOISTURE PERCENT
· .,w METHOD OF TEST: ~ STANDARD ASTM, 13-698 [] MODIFIED ASTM, D-1557
~- PERCENT COMPACTION REQUIRED 90 PERCENT
(._)
~ .' NO TE: TEST RESUL TS COMPLY WITH PROJECT SPEC/FICA TIONS EXCEPT THOSE MA RKED*
C3
" Rickards
INSPECTOR: TIME: