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esting, 1hdxrd 1Florida 33334
Field Density Tests of Compacted Soils Method D-6938
Project Proposed Residence Lot 56, Creekside Date: November 19, 2018
Addres : 8712 Cobblestone Drive, Fort Pierce, FL Order #: 18DR1032
Area T sted: Building Pad Permit #: —
Materi ', Type: Brown Sand with Traces of Rock & Shell Tech: BK
Client. D.R._ Horton, Inc.
Addres 1430 Culver Drive NE Compaction Req.:
Palm Bay, FL 32907 Proctor Method:
95%
ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
C
nter of Building Pad
12"
FL
8.3
107.2 .
109.4
14.0
98.0%
Yes
2
1SI
Corner of Building Pad
12"
FL
1 9.7
108.3
1 109.4
14.0
99.0%
Yes
3
NE
Corner of Building Pad
12"
FL
9.0
107.0
109.4
14.0
97.8%
Yes
4
5
6
7
CLY
8miriv
I
4
ci 7018
9
nartMimt
10
ct,
Lucie
County,
L
11
12
13
14
pHN
Re
Legend fc
PR = Pro(
SL = Sprii
SG = Sub
BC = Bas
TOP = To
As a mutual
conclusions
material only
The results i
proposed str
suitability of
work.
1 VV. VVVV^Y �
Elevation: / 2�, � I
`roll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
gline FL = Final Lift Keith LeBlanc, Pi ' �`.�
rade BG =Below Grade Federal Engineering$'
course BOF = Bottom of Footing Florida Reg. No. 59394'•,y, 10HAL
of Pipe FG = Finished Grade Certificate of Authorization
notection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
r extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction of the tested layer of
A 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 certify that the underlying soils will support the
oture without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the
ie 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
IF