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FEDERAL
ENGINEERING & TESTING
250 S.W. 131H AVENUE
POMPANO BEACH, FLORIDA 33069
I 798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
07-1463
PERMIT NO.
FIELD DENSITY TESTS OF COMPACTED SOILS
5/24/07
ORDER NO:
DATE:
JOHNSON CONSTRUCTION
07020148
CLIENT:
ADDRESS: 1 002 AVENUE E. FT. PIERCE~ FLORIDA 34590
PROJECT: PROPOSED RESIDENCE 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
LOCA TION:
LOCATION:
LOCATION:
LOCATION:
LOCATION:
FIELD DENSITY METHOD AS.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 104.6 105. 7 1 05.2
% MOISTURE 9.9 9.4 9.0
% CaMP ACTION IN THE FIELD 95.2 96.2 95.8
% CaMP ACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 1 09 . 9
OPTIMUM MOISTURE, % 12.7
LABORATORY NO. P-II3I
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,
_idJ 5 ~ ~rr1t? 7
-~SSAM s. Niflæ··iJ.e.
FEDERi\1J ffi\ïGINEERING & 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 determines the degree of compaction of the tested layer of material only. A density doesnot replace a soil bearing capacity determination.