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esting, Inc. PRO
Field Density Tests of Compacted Soils Method D-6938
Project:
Proposed Residence Lot 58, Creekside
Date:
November 19, 2018
Address
I,I 8704 Cobblestone Drive, Fort Pierce, FL
Order #:
18DR1034
Area Tee,
ted: Building Pad
Permit #: - `j -- ® N
Material,
ype: Brown Sand with Traces of Rock & Shell
Tech:
BK
Client:
D.R. Horton, Inc.
Address
1430 Culver Drive NE
Compaction Req.:
95%
Palm Bay, FL 32907
Proctor Method:
ASTM D-1557
Test
#
TEST LOCATION
I
Probe
Depth
Elev.
Moist
%
Dry
Density
Proctor
Value
Optimum
Moisture
Compaction
Pass
PCF
PCF
%
1
Center of Building Pad
12"
FL
10.3
109.8
110.5
14.0
99.4%
Yes
I
2
N Corner of Building Pad
12"
FL
6.6
109.1
110.5
14.0
98.7%
Yes
(Corner
3
SE
of Building Pad
12"
FL
6.9
110.2
110.5
14.0
99.7%
Yes
4
5
6
7
8
I'
9
10
I
itt
11
St. Lu
1e col
went
12
13
14
Remark�
See Reverse Side _(Page 2 of 2) for Additional
Information for Disclaimer
This Is a Compaction Test only on the top 12" of the pad and Is not a verification of Soil Bearip a ---., !
z.��
1,2,3 = 1st, 2nd, 3rd Lift
Legend forElevation:
PR Pro
= ol'oll
SL = Sprin
Submitted by:
line FL = Final Lift
SG = Sub
Keith LeBlanc, P.E.
ade BG = Below Grade Federal Engineering k9 c. F
BC = Base
TOP =Top
AS mutual '
ourse BOF = Bottom of Footing Florida Reg. No. 59394, 0 p : ���
of Pipe FG =Finished Grade `. RIDA
Certificate of Authorizaticfct'Q ._ `ate
otection to clients, the
aonciuslons d 1
public and ourselves, all reports are submitted as the confidential property of clients, and authorization fa �i 4atl8�o�idM
from
extracts or regarding our reports is reserved pending our written approval. A density lest determines the degree of compaction oit*JtP#*Il1I er of
raterial only.,
The results d;
density does not replace a soil bearing capacity determination, These density tests do not certify the underlying soil materials below the proposed structure.
not preclude or guarantee that future settlement and cracking will not occur, A soil boring test Is required to
)roposed stru
certify that the underlying soils will support the
lure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the
3ultability of ff
work.
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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