HomeMy WebLinkAbout07040072 (2)
FEDERAL
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ENGINEERING & TESTING
250 S.W. 13m AVENUE
POMPANO BEACH, FLORIDA 33069
I 798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
FIELD DENSITY TESTS OF COMPACTED SOILS
6/13/07
ORDER NO:
DATE:
07-1784
PERMIT NO.
CLIENT:
PENNY RICHWINE
6112 YUCCA DRIVE~ FORT PIERCE. FLORIDA 34982
PROPOSED RESIDENCE BUILDING PAD
SLC0704-0072
ADDRESS:
PROJECT:
AMAGALE ESTATES
ADDRESS: 5900 CITRUS AVENUE. FORT PIERCE. FLORIDA
MATERIAL DESCRIPTION: BROWN SILICA SAND W/SHELL FRAGS
LOCATION:
S.E. CORNER OF PAD
S.W. CORNER OF PAD
N.W. 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 107.8 1 07.2 107.0
% MOISTURE 9.9 10.1 9.6
% COMP ACTION IN THE FIELD 97.9 97.4 97.0
% CaMP ACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 11 0.1
OPTIMUM MOISTURE, % 12.9
LABORATORY NO. P-1259
DEPTH IN INCHES 12
PROCTOR
A.S. T.M D-1557 METHOD
REMARKS:
SOIL NOT TESTED BELOW FOOTERS
TESTED BY:
CHECKED BY:
SL
KM
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 "vritten approval.
A density test determines the degree of compaction of the tested layer of material only. A density does not replace a soil bearing capacity determination.