Freeport NIP(1)-LR 841117 SOfL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 SIIber Rd., So/re IOOB (77055) Phone: 7131956-2130
~_. DALLAS: 8585 N. S~emmons Fwy. South Tower. Su/te 770 (75247) Phone: 2141631-4990
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TC~ecure Resources, Inc. DATE
P.O. Box 45309 cc:Ginn Inc - Paul Lusk
Dallas, Texas 75235
Attention: Ed Alexander
PROJECT REPORT NO. 84-63~C-11
Freeport Noth Industrial Site/CoppeEIELDTEST DATA
g % OF
SUBGRADE : DRY DENSrFY MOIS'~IJRE MAXIMUM
TEST FiLL LOCATION LBS~CU.
NO. LIFT NO. __ DENSITY
1 Storm Drain Sta 32 + O0 (Sand) W. Side 115.2 8.1 100+
2 Storm Drain Sta 31 + 60 (Sand) E.side 103.6 13.9 100+
3 San. Line Sta 21 + O0 4' Down 91.7 31.4 96.5
4 San Line Sta 20 + O0 6' Down 93.4 28.5 98.3
5 San Line Sta 19 + O0 6' Down 95.0 25.2 100
6 San Line Sta 15 + 10 l'Above Pipe 89.7 30.2 94.4
7 San Line Sta 17 + 50 l'Above Pipe 94.6 25.6 99.5
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167-77 ~ NUCLEAR ASTM, D-2922-81 [] SAND CONE ASTM, D-155t>74
TYPE OF MATERIAL Tan Clay
MAXIMUM DRY DENSITY 95 PCF OPTIMUM MOISTURE 24.5 PERCENT
METHOD OF TEST: ~3 STANDARD ASTM, D-698 [] MODIFIED ASTM, [~1557
90
PERCENT COMPACTION REQUIRED PERCENT
- NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
Rickards
INS PECTOR: TI M E: