Freeport NIP(1)-LR 841115 SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 Silber Rd., Suite 1006 (77055) Phone: 713/956-2130
? DALLAS: 8585 N. Stemmons Fwy. South Tower, Suite 770 (75247) Phone: 214/631-4990
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Secure Resources, Inc. DATE 11-15-84
P.O. Box 45309
Dallas, Texas 75235 ,,-: ~i~ , ',, ,~_ . - · /3 ~ '
Attention: Mr. Ed. Alexander
PROJECT Coppell REPORT NO. 84-631C-8
~'~ :',': .:-)rt., 7_.:, '.,:~:~ ] ,~!~ FIELD TEST DATA
TEST CJ SUBGRADE DRY DENSITY MOISTURE % OF
~ FILL LOCATION MAXIMUM
NO. I'I'FT NO. LBSJCU. FT. % DENSITY
1 STA 25 + lO 4' Above Pipe 88.7 24.5 91.5
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167-77 ~NUCLEAR ASTM, D-2922.81 [] SAND CONE ASTM, D-1556-74
Tan Clay
TYPE OF MATERIAL
MAXIMUM DRY DENSITY 97 PCF OPTIMUM MOISTURE 23 o 8 PERCENT
METHOD OF TEST: E~ STANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
90
PERCENT COMPACTION REQUIRED PERCENT
- NOTE: TEST RESUL TS COMPLY WITH PROJECT SPEC/FICA TIONS EXCEPT THOSE MARKED*
Rickards 1½ hr 25 miles
INSPECTOR: TIM E: