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FEDERAL
ENGINEERING & TESTING
250 S.W. 131H AVENUE
POMPANO BEACH, FLORIDA 33069
1798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
07-1463
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FIELD DENSITY TESTS OF COMPACTED SOILS
5/24/07
ORDER NO:
PERMIT NO.
DATE:
07030073
CLIENT:
JOHNSON CONSTRUCTION
ADDRESS: 1 002 AVENUE E~ FT. PIERCE~ FLORIDA 34590
PROJECT: PROPOSED GARAGE BUILDING PAD LOT 18-19
ADDRESS: 47TH STREET, FORT PIERCE, FLORIDA
MATERIAL DESCRIPTION: BROWN SILICA SAND W/SOME CLAY & TRACES OF SHELL FRAGS
LOCATION:
N.E. CORNER OF PAD
S.W. CORNER OF PAD
S.E. CORNER OF PAD
LOCATION:
LOCATION:
LOCATION:
LOCATION:
LOCATION:
FIELD DENSITY METHOD A.S.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 1 06.2 104.5 1 05.2
% MOISTURE 8.9 10.0 8.7
% CaMP ACTION IN THE FIELD 96.7 95.1 95.8
% CaMP ACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 1 09 . 9
OPTIl\1UM MOISTURE, % 12.7
LABORATORY NO. P-II31
DEPTH IN INCHES 12
PROCTOR A.S. T.M. D-1557 METHOD
REMARKS: SOIL NOT TESTED BELOW FOOTERS
TESTED BY: JW
CHECKED BY: KM
Respectfully submitted,
''.All. 5 ~ ~rt1
/., " ~ J 7
--- ...-'WISSAM S. N~v,P.~
FEDERAl, ffi~GrNEERING & TESTING
FLORIDA REG. #39584
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 :trom 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.