HomeMy WebLinkAboutFIELD DENSITY TEST—CY l
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Phone:
954-784-2941
li ineenin7•
E>Fax:.954-T8d-787,5;
aitmin@fgdeng.cot»
�@'StI17 ry'
wtjvw.fed.eng.com .
Field Density Tests:of Compacted>Soils_ Method 'D-6938
I
Project:
Proposed Resitlenoe Lot 48i Creekside
Dater.
July 31, 20 9'
Address!
8744:,Cobblestone Drive,,Fort Pierce,,.FL
Order #:
190R55.1
Area Tested:
Material T�pe:
Btailding, Pad: ANNE
Permit #�'�%�_
Brown ,Sand : Y
Tech.
RP.
Client D.R. Horton, Inc;
St Lucie County
Address:
, .
1430 Culver Drive NE
Palm Bay„ FL 32907
GomRactian.Req . 95°Io
---
Prodtor Method
ASTM.E3-1557
Test,
PEST LOCATION
Probe
Depth
Eiev:
Moist
i?ry
Density
Proctor
Value
. Optimum
Moisture'
Compaction..
Pass.
PCF
PCF.
%
1 ..
SW Corner of Buiidin "Pad:,
Z„
FL
10.2
105.5'
106.0.
1"0:0'
99.50%
'Yes..
-.
2`
NE' Comer of Build n Pad
12"
FL
9 8
105:9
'106.0
10A:
99.9%
Yes
99'. 1 %
Y@S:
3
Center of Buildin , Pad
12"
FL
10.0
1:05.0
1.06 0
: .ir
1.0;0
4
C
of 21.for Addifirinal
rus - a-ompacuon Test onlyon the to 12" •of the pad -and is not a Verification of Soil Bea
p /
Legend for Elevation:�� ,. ;,•Nf.\ . ' itC;y
PR = Proofroli. I 1,2,3 =1st, 2nd, 3rd"Lift ` �'�� �•� '�
submitted -by: l?T i r ��1e,
SL W Springiine FL = Final Lift
SG Subgrade •�
Keith LeBlanc, P.E=. -U Off
= BG Below Glade =Engineeri
Federal. ttg,8t�4tin
Be = Basecourse BOF = Bottom of Footing gS kre
OF ;r 1
TOP = Top of.pye FG — Finished Grade Florida Reg. No. 59 4T ¢
Certificate of Authori*
As a mutual protection to clients the public and ourselves, all reports are submitted as the conndonttai property of clients, and autharizatfp�rf tlort OC
conclusions or extracts from or regarding our reports is reserved pending our written`approvai A densitytest determines the degree, of Co� or \
material only, A density dues not rapiers a soli bearlrtg.cspacity determinef am These density tests do not cortity tt . fartderiying soli: materials ba t7U of
The:resulis do not preclude Or guarantee that,future. settieinent.and cracking will. notoccur. A soil boring teet.is required to cart) that undo I?swdiauciure.
proposed structure: withouNsettiement, if no soil:borings have been performed to verity the
the underlying -soils, we recommend that soil bortngs bd performed to evaluate the
work.
suitability of the uncle to soil support the prop°sed structure. After laying domtant.for a p
wgk. edad of 90 da ys Or after heavy rainlstorms; retesting must be Performed on.tfiis.
rk.
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