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eSting, lnc.�o r -
Field Density Tests of Compacted Soils Method D-6938
ct: Proposed Residence Lot 55, Creekside Date: November 19, 2018
ass: 8716 Cobblestone Drive, Fort Pierce, FL Order #: 18DR1031
Tested: Building Pad Permit #: J&Q
rial Type: Pale Brown Sand with Traces of Rock Tech: BK
ent: D.R. Horton, Inc.
dress: 1430 Culver Drive NE Compaction Req.:
Palm Bay, FL 32907 Proctor Method:
95%
ASTM D-1557
T�2st
Pkrt
TEST LOCATION
Probe
Depth
Elev.
Moist
°
�°
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
7.3
110.8
111.5
14.0
99.4%
Yes
II
2
INE Corner of Building Pad
12"
FL
6.1
111.1
111.5
14.0
99.6%
Yes
13
ISW Corner of Building Pad
12"
FL
6.8
111.3
111.5
14.0
99.8%
Yes
4
5
1'6
7
L
Vega
F
o
etm�
��e CO
2
j13
rks: See Reverse Side
30HN 4 -"-fe
)r Elevation:
o. 59394 , C�
ofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
ngline FL = Final Lift Keith LeBlanc, P.E. sw "
)grade BG = Below Grade Federal Engineering &�&%klt '
recourse BOF =Bottom of Footing Florida Reg. No. 59394'°i F `,:0R11)
)p of Pipe FG = Finished Grade Certificate of AuthorizationNMIQN
I protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fAien o stakwAgnis,
or 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
y. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure.
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'wlll support the
ructure without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the
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
2 of 21 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 Be
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