HomeMy WebLinkAboutFIELD DENSITY TEST 1-8-19ederal
gineering
eating, Inc.
RECEIVED
JAW 0 8 1,3
19
Lc'" CQRY.
Field Density Tests of Compacted Soils Method D-6938
E-Fax: !954.784.7675
admln@fed.eng.com
www.led-ono.com
ect: Proposed Residence Lot 45, Creekside Date: January 3, 2019
ress: 8753 Cobblestone Drive, Fort Pierce; FL Order #: 19DR021
i Tested: Building Pad Permit #: '
grial Type: Brown Sand with Traces of Rock Tech: BK
D.R. Horton, Inc.
1430 Culver Drive,NE Compaction=Req.: 95%.
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
est
�#
TEST LOCATION
Probe_'
Depth
Elev.
Moist
%
Dry
Density
PCF
Proctor.
Value
PCF
.Optimum .
_Moisture
/o .
Compaction
Pass
1
Center of Buildih Pad
12"
FL.
10:0
111.1
1.13.0
14.0'
..98.8%
Yes
2
NW Corner of:Buildin Pad
12"
FL
7.1
110.1
113.0 _
1.4.0
97.4%
Yes
3
SE Corner of Building Pad
12"
FL
7.3.
111.8
113.0 -
14.0
98.9%
Yes
4
5
6
7
I
8
9
10
11 .
12
13
14
v
1N, 011 N ��
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer -,S\;•' ry10Ep�_; ��
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted:by:
SL = Springline FL = Final Lit Keith LeBlanc, P.E. �� TIE f
SG = Subgrade BG = Below Grade Federal Engineertt 1, Inc
BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 533,'-v��P•�G�a`���
TOP = Top of Pipe FG = Finished Grade Certificate of Auti _orizat90
As a mutual protection to clients, the public and ourselves; all reports are submitted as the confidential property of clients, and authorization for- bff III statements,
conclusions 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 material
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results
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 proposed structure
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to evaluate the suitability of the underlying
soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rainlstonns; retesting must be performed on this work.
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