HomeMy WebLinkAbout07050116
FEDERAL
REC~~f-.>"~D
JUNJ~2867
I 798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
Public \!\lorks
St. Lucie County, FL
ENGINEERING & TESTING
250 S.W. 13m AVENUE
POMPANO BEACH, FLORIDA 33069
FIELD DENSITY TESTS OF COMPACTED SOILS
DATE:
6/18/07
GEM BUILDERS
ORDER NO:
07-1794
PERMIT NO.
SLC0705-0116
CLIENT:
ADDRESS: 1090 S.W. BAYSHORE BLVD~ PORT ST. LUCIE2 FLORIDA 34983
PROÆCT: PROPOSED RESIDENCE BUILDING PAD LOT 5. THE PLANTATIONS
ADDRESS: 2680 NW COLLINS COVE ROAD2 ST. LUCIE COUNTY. FLORIDA
MATERIAL DESCRIPTION: BROWN SILICA SAND W/SOME CLAY & TRACES OF SHELL FRAGS
LOCATION:
S.E. CORNER OF PAD
N.E. CORNER OF PAD
S. W. CORNER OF PAD
LOCATION:
LOCATION:
LOCATION:
LOCATION:
LOCATION:
FIELD DENSITY METHOD AS.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 1 06.2 105.5 105.1
% MOISTURE 9.7 10.3 10.1
% COMPACTION IN THE FIELD 96.4 95.8 95.4
% COMPACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 110.2
OPTIMlTM MOISTURE, % 12.1
LABORATORY NO. P-I264
DEPTH IN INCHES 12
PROCTOR
A.S. T.M. D-1557 METHOD
REMARKS:
SOIL NOT TESTED BELOW FOOTERS
TESTED BY: SL
CHECKED BY: KM
Respectfully submitted,
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ISSAM S. NAAMANI, p,l )
EDERAL ENGINEERING & TESTING
FLORIDA FEG. #:19584
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts ftom or regarding
our reports is reserved pending our written approval.
A density test detennines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capacity detennination,
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