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FAX NO. :17728794083
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Jan. 16 2007 08:24AM Pi
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ST.. L{JCIE CotJNTY PUBUC \VOBKS
BtJILDING & Z,ONIN'G DEP A"RTM'ENT
l' B\J1LD1NG PEOflT'
.i l "I-.CON"l"RACTOlI AGRy"E~ ø"
St. Lucie County C:Of!tr3C101' Cllrf.(tc&don Number; .._LfJ -¡..L~---...-------
SÄœ of Florida C..enific:¡t\on Number (lhpp j~i:¡C): .t!Q, - .~ b.~ 9 3 ..--
ßI ~{.. Fï 'Or;., fl-ob..£i:Cc ~o ~£~_. bave agreed lO be the
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_lh2ò Pi - ~ "__~:,b<ootrø.çtor for .~_~_ ~j\\~5 Ë~~f\¡;R~\~es c.o~t :1:~
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It is understOodthat;li thei1i'is áñy ëbam ge' of 6't~tus l'egàtding (joi -pmic] ¡:)l1.tion with the
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above mentioned projecto I fill ÍJn1'Cediate1y advise the Buitding and Zoning Depal'btleat
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of St.' Lucie County by ~'M!ly filing g, Change of Corttrsctor notice. (ponn: SLCCDV
No. O(]4~·OO) .
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FEDERAL
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1798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
ENGINEERING & TESTING
250 S.W. 13m AVENUE
POMPANO BEACH, FLORIDA 33069
FIELD DENSITY TESTS OF COMPACTED SOILS
DATE: 10/26/06 ORDER NO: 06-4899
CLIENT: ANGUS ENTERPRISES
ADDRESS: P.O.. BOX 12141- FORT PIERCE. FLORIDA 34979
PROJECT: SHELL BAZAAR FOOTERS
ADDRESS: 10100 S US 14 PORT ST. LUCIE. FLORIDA
MATERIAL DESCRIPTION: ORA Y SAND
PERMIT NO.
0606-0671
LOCATION:
LOCATION:
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@ N. END OF FOOTER
@ ÇENTER OF FOOTER
@ S. END OF FOOTER
FIELD DENSITY METHOD AS.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 106.5 105.3 1 07 .4
% MOISTURE 13.1 12.8 13.8
% COMPACTION IN THE FIELD 98.1 97.0 98.9
% COMPACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 108.6
OPTIMUM MOISTURE, % 12.1
LABORATORY NO. P-4419
DEPTH IN INCHES 12
PROCTOR A.S.T.M 0-1557 METHOD
RECEIVEJ
OCT 3 0 006
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REMARKS:
SOIL NOT TESTED BEWW FOOTINGS
TESTED BY: RD
CHECKED BY: K.M
Respectfully submitted,
1~;I)~7/P~
~AM S. N P.E.
FEDERAL ENGINE G & 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 detennination.