HomeMy WebLinkAboutEngineering & Testing 7-23-13From:
0712_'"'F3 1'2:47
#856 P.001/001
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I�u5, 0J Z( Phone 954-784.2941
L4eder"a
800.848-1919
Fax 954.784-7875
& TESTING INC. www.fed-eng.com
260 SW IMAve Pompano Beach, FL33M
Client:
Mel-Ry Constuction
Date:
July 22, 2013
Address:
10967 S. Ocean Drive, Jensen Beach: FL 34957
Order #:
�13-2003/468
Project: Proposed Residence Lot 921 Permit #:
Address: 10701 S. Ocean Drive, Jensen Beach, FL Tech: SJ
Area Tested: Building pad Compaction Req.: 950/0
Material Type: Pale Brown Sand w/Shell Frags Proctor Method: ASTIVI D-1557
Test
#
TEST'LOCATION
Probe
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NW Comer of Pad
.12"
FG
8.1
108,1
107.9
12.6
100.2%
Yes
2
SW Comer of Pad
12"
FG
7.3
106.6
107.9
12.6
98.8%
Yes
3
SE Corner of Pad
12"
FG
7.9
107.2
107.9
12.6
99.4%
Yes
i
7
8
9''�
10.
11
12
13
14
15
Remarks: See Reverse For Disclaimer Test Performed Not A Verification Of Soil Bearin 'Ca ad
Legend for Elevation: ����o °-�CBNSFaI
PR = Proofroll 1,2,3 =1 st, 2nd, 3rd Lift o
SL = Springline FL = Final Lift TH LEBLANC .
SG = Subgrade BG = Below Grade P� ; essional Engineer#59394 7�
BC = Basecourse BOF =Bottom of Footingr'aTEOF �o rt. of Authorization #5471
TOP = Top of Pipe FG = Finished' Grade �� `°��OAIDN ,•• �4
�,^S/ ®.,,• eo fate of Florida
1 0 �
Asa mutual protection to clients, the public and curselfs, all reports are submitted as th@44A �f orients, and authorization for publication of statertfentts,
conclusions or extracts from or regarding our reports is reserved pending our written aproval. A't hest determines the degree of compaction of the tested layer of material
only. A density does not replace a soil bearing capacity determination. After laying dormant for a period of 9n days or after heavy rain/storms, retesting must be performed on
this work.