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FEDERAL
CLIENT:
P AULA MAR TIN
3404 A VENlÆ N, FORT PIERCE2 FLORIDA 34947
PROPOSED ADDITION BUILDING PAD
FIELD DENSIty TESTS OF COMPACTED SOILS
Public Works
St. Lucie County, FL 1
ORDER NO: 07-927 PERMIT NO. C170~ - 03'7 _
ENGINEERING & TESTING
POMP'l~~~!'~9
APR 1 2 2007
I 798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
3/27/07
DATE:
ADDRESS:
PROJECT:
ADDRESS: 3404 AVENUE N. 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 AS.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 1 08.1 107.4 107.9
% MOISTURE 9.8 10.3 9.3
% COMPACTION IN THE FIELD 98.6 97.9 98.4
% COMPACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 1 09 . 7
OPTIMUM MOISTURE, % 12.5
LABORATORY NO. P-716
DEPTH IN INCHES 12
PROCTOR
A.S.T.M D-1557 METHOD
REMARKS:
SOIL NOT TESTED BELOW FOOTERS
TESTED BY: SL
CHECKED BY: KM
RespectfuIIy submitted,
. Þ/!JJ'Jrl:~ /j.qlp7
~ISSAM S. NAAMANI, P.E. '/ ·
FEDERAL ENGINEERING & 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 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 determination.