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Report
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MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: Ron Jacobs, Inc. DATE: 4/18/00
CONTRACTOR: CIient
SITE: 115 Riverview Dr.
Foundation Fill
P.GF.
Dry Weight
9 11 13 15
Moisture
% of Dry Weight
Test
Test
Optimum
Max. Dry
soil
No.
Method
Sample Location
Moisture %
Density- P.C.F.
Descrk don
3307
A
Composite
12.0
115.3
Brown, slightly silty, slightly clayey,
fine sand.
Respectfully submitted,
FRASER ENGINEERING AND TESTING, INC.
Alexander H:_Fr , P.E;, Florida'Reg. No. 16178
GEOTECHNICAL ENGINEERING =OLINDATION INVESTIGATIONS CONCRETE. SOL AND ASPHALT TESTING