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HomeMy WebLinkAboutDENSITY TEST9q 5 FRASHR ENGINEERING AND TESTING, IN.C. 3504 INDUS I'R.AL 33RD STREET FORT PIERCE, FLORIDA 34946 VERO BEACH, (561)567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-771 I FT. PIERCE 1-800-233-9011 DEtiSITY OF SOIL IN -PLACE ASTM D-2922 CLIENT: Tommy, Hawkins & Sons, 'Jnc.i, "� 4 ,i - �. TESTDATE• 11/3/97 SITE• 805, East Midway Road' PERMIT: Foundation Fill NOV 131997 - TEST NO.: 10 0 9 - �.,e,•yL,rei �� ✓"--'ern .:',�;-f P LOCATIONRELATIONSHIP ALL ELEVATIONS BELOW_ SLAB GRADE MOM! URE DENSITY MAXIMUM DRY WEIGHT IN -PLACE DRY DENSITY PERCENT COMPACTION S.E. Corner 0 - 1' 118.0 113.1 95.8 -11, 2' ! 112.3 95.2 2 - 114-.7 97.2 Center _3 0 - 1' 113.2 95.9 " 1 :- 2' 114.5 97.0 " 2 - 3' 115.6 98.0 N.W. Corner 0 - 1' 113.4 96.1 1 - 2' , 115.3 97.7 " 2 - 3' 115.7 98.1 8 10 12 14 Moisture - Percent of Dry Weight Copies Client - 2 Client (FAX 464-6594) BY St Lucie County MOISTURE DENSITY RELATIONSHIP ASTM D-1557 Sample Location: Composite Test Method: B Maximum Density: 118 .0 Optimum Moisture: 11.8 Soil Description: Dark brown, slightly silty, slightly clayey, fine sand. �� Respectfully. submitted, ERASER 2_31N7v;E ING AND TESTING, INC. Paul H. Danforth, P.B. , :deg. No. 44653 ENGINEERING FOUNDATION. INVESTIGATIONS CONCRETE, SOIL & ASPHALT TESTING 1113/y7/I e-J