Freeport NIP(1)-LR 850313 SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
Houston: 2055Sitber Rd., Suite 100B(77055) Phone: 713-956-2130
? Dallas: l1127Shady Trail. Suite 106 (75229) Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Secure Resources, Inc. DATE 3/13/85
P.O. Box 45309 cc: Cinn, Inc. - Mr. Kevin Peiffer
Dallas, Texas 75235
PROJ~ention: Mr. Ed Alexander REPORT NO. 84-631C - 23
Freeport North Industrial Site FIELD TESTDATA
~ SUBGRADE % OF
TEST ~; FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO. LIFT NO. 3 LBSJCU. FT. % DENSITY
1 Royal Lane, Station 35+10, 5' Left of 96.3 24.0 lO0+'
Center Line
2 Royal Lane, Station 35+60, 8' Left of 92.1 26.3 97
Center Line
3 Royal Lane, Station 32+10, 10' Left of 93.3 28.2 98
Center Line
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167-77 [~ NUCLEAR ASTM, D-2922-81 [] SAND CONE ASTM, D-155~74
TYPE OF MATERIAL Tan & Dark Gray Clay
MAXIMUM DRY DENSITY 95.0 PCF OPTIMUM MOISTURE 24.5 PERCENT
METHOD OF TEST: [~TANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
PERCENT COMPACTION REQUIRED 95.0 PERCENT
NO TE: TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MA RKED*
Tom Rickards
INSPECTOR: TIME: