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CORPORATE OFFICE S www.federalengineeringandtestirig.com
250 SW 13`" Avenue CMEC & FDOT ACCREDITED CqN Phone: (954) 784-2941
Pompano Beach, FL33069 St Q�Q 1(800)848-1919
�(!C/O Fax: (954) 784-7875
FIELD DENSITY TESTS OF COMPACTED SO1L�Clnty
DATE: 8/1/11 ORDER NO: 11-1457 PERMIT NO. 11030181
CLIENT: TREFELNER CONSTRUCTION, INC
ADDRESS: 1760 COPENHAVER ROAD, FORT PIERCE, FLORIDA 34945
PROJECT: PROPOSED RESIDENCE STEMWALL FOOTING
ADDRESS: 6310 OLEANDER AVENUE, FORT PIERCE, FLORIDA
MATERIAL. DESCRIPTION: LIGHT BROWN SAND
LOCATION: NW CORNER OF STEMWALL FOOTING
LOCATION:
NE CORNER OF STEMWALL FOOTING
LOCATION:
CENTER OF E. STEMWALL FOOTING
LOCATION:
SE CORNER OF STEMWALL FOOTING
LOCATION:
SW CORNER OF STEMWALL FOOTING
LOCATION:
CENTER OF W. STEMWALL FOOTING
FIELD DENSITY METHOD A.S.T.M. D-6938
DRY DENSITY P.C.F. IN THE FIELD
109.2
104.7
106.0
107.0
106.5
107.4
%MOISTURE
8.5
7.8
7.9
8.2
8.0
7.4
• COMPACTION IN THE FIELD
99.7
95.6
96.8
97.7
97.3
98.1
• COMPACTION REQUIREMENT
95%
PROCTOR VALUE, P.C.F.
109.5
OPTIMUM MOISTURE, %
12.1
LABORATORY NO.
RECEIVED
P-1331
DEPTH IN INCHES
12
AUG 0 9 2011
PROCTOR A.S.T.M D-1557 METHOD
ublic Works
Si. Lucic= County, 1°L
REMARKS: SOIL NOT TESTED BELOW FOOTINGS
TESTMBY: s.l Respa;[fully sub I[[ed, CHECK
CHECKED BY: KM /,,/'"/
KEITH LEBLANC, P.E.
After laying dormant for a period of90 days or heavy rain/storms, retesting of this work must be performed. FEDERAL ENGINEERING&TESTING
FLORIDA REG. #59394
A density test determines the degree ofcompactien of the tested layer ofmaterial only. CERTIFICATE OF AUTHORIZATION # 5471
A density does not replace a soil bearing capacity determination.
Asa mutual protection to clients, the public and ourselves, all reports
Arc submitted as the confidential property of clients, and authotinflon
For publication of statements, conclusions or extracts from or regarding
0or reports is reserved pending our written approval.
10/04/2011 08:55 FAX 12001/001
i
FED■ ENGINEERING & TESTING
Pompano Beach, F - 33069
800-848-1919
federalengineetingandtestiap,.corn
Fax: 954-784.7875
Field Density "tests of Compacted Soils Method ID-6938
cucriv Ticfelner Construction, Inc
Date:
Scptcmbu 30, 2011
Address: 1760 Copcnitaver Road, Fort Pierce, FI.34945
Order #:
11-1778/ 1417
Project Proposed Residence
Petmir #:
1/ D 5— 014P/
Address: 6310 Oleander Avenue, Fort Pierce, FL
'tech:
Si
Area Tested: Building Pad
Compaction Req.:
95%
Material Type: Light Brown Sand
Proctor Mcrhod:
AS'1'M D-1157
Test
#
TESTLOCATION
Probe
MPt11
Elm
Moist
9/6
ry
llewiry
I Clt
,
Proctor
Valuc
PCP
Optimum
moisture
Compoetirnt
PaaR
1
NE Corner of Pad
12"
FG
7.9
108.7
109.0
11.9
99.7%
Yes
2
SH Cricner of Pad
12"
FG
8.3
107.5
109.0
11.9
98.6%
Yes
3
SW C mrict of Pad
12"
FG
8.1
107.9
109.0
11.9
99.0%
Yes
4
W. Comer of Pad
12"
FG
7.5
108.4
109.0
11.9
99.4%
Yes
5
6
7
5.
9
10
II
12
13
14
15
Remarks:
1 cgend fnr I Aceatinn:
PR = Proafrul]
Sl, m Sprutgline
SO = suhgnde
HC: = Hancowac
'CUP = 1'up of Pipe
1.2.3 = laq end, 3rd Uh
FI, = Phial Lift
0G = Hclour Crmdc
BUY- Hounm of Nnnting
FG = Pinidhtd Gndc
Submitted by:
ICEITI I LRBLANC
Profetaional Enbtinacr #59394
I'.= of Au,horization #5471
Stan of Florida
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