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Field Density Tests of Compacted Soils Method D-6938
Proposed Residence Lot 41, Creekside Date:
8721 Cobblestone Drive, Fort Pierce, FL Order #:
Rd: Building Pad Permit #:
ype: Brown Sand with Traces of Rock Tech:
November 19, 2018
18DR10301
BK
D.R. Horton, Inc.
1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Ti
st
TEST LOCATION
Probe
Depth
Elev.
Moist
°
�0
Dry
Density'
PCF
Proctor
Value
PCF'
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
10.3..
110.7
111.0
14.0
99.7%
Yes
I�
I
SE Corner of Building Pad
12"
FL
1 6.0
110.0
1.11.0
14.0
99.1 %
Yes
R
NW Corner of Building Pad
12"
FL
6.9
110.8
111-.0
14.0
99.8%
Yes
I
P
R
FMFQ Nth,
I�
!1VU
10
2 9 2018
St.
in
peps
men
1
n r 3,
F�.
�1
13
: See Reverse Side (Pace 2 of 2) for Additional
X%1►tl111it//,
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Beari tv_@pa3 . ry "I/,�
�.•�,tCEN'•.�
end for Elevation:
= Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: 0
= Springline FL = Final Lift Keith LeBlanc, P.E. :
= Subgrade BG Below Grade Federal Engineering 8&�"i�g, irSTATE &
= Basecourse BOF = Bottom of Footing Florida Reg. No. 59394%.-1'.� ,
= Top of Pipe FIG = Finished. Grade Certificate of Authorizatioj> IX OR
mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property -of clients, and'aulhorization WpR30"
yg►f��st 1�Mggr�\
uslons or extracts from or regarding our reports Is reserved pending our written approval. A density test determines the degree of compacidyBjr`l
rial only, A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below tho�+cl fit, ire.
,esults do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify that the underlying soils will support the
)sad structure without settlement. If no soil borings have been'performed toverify the underlying soils, we recommend that soil borings be performed to evaluate the
3111ly of the underlying soil to support the proposed structure, After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on' 'this
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