HomeMy WebLinkAboutField Density Test Compacted Soiledetal
& TESTING INC.
250 SIN 13th Ave Pompano Beach, Fl. 33069
Field Density Tests of
RECEIVED I Phone 954-784-2941"
800-848-1919
JUL 2 0 7010 Fax 954.784.7875
www.fed-eng.com
Permitting Department
iDacted Soils Method D-6938
Project: Proposed Residence Lot 128, Creekside
Date:
July 10, 2018
Address: 8428 Cobblestone Drive, Fort Pierce, FL
Order #:
18DR615
Area Tested: Building Pad
Permit #: _ ®U , 7
Material Type: Light Brown Sand with Some Shell
Tech:
TS
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
Probe
Depth
p
Elev.
Moist
%
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
NE Corner of Building Pad
12"
FL
11.7
109.2
110.0
12.0
99.3%
Yes
2
1 Center of Building Pad
12"
1 FL
12.2
114.4
110.0
12.0
104.0%
Yes
3
ISW Corner of Building Pad
12"
FL
12.6
113.2
110.0
12.0
102.9%
Yes
4
5
6
7
8
9
10
11
12
13
14
Remarks: 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
Legend for Elevation: &I'l
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: ,
SL = Springline FL = Final Lift Keith LeBlartEP? O
SG = Subgrade BG = Below Grade Federal En eMidg & Testin
BC = Basecourse BOF = Bottom of Footing Florida Reg=(I P5 3945,',
TOP = Top of Pipe FG = Finished Grade Certificate off%-,ization
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, an for t
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree � ati A
only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materialsgwfppd
do not preclude or guarantee that future settlement and cracking will not occur. A soil boring testis required to certify that the underlying §op
!r
without settlement. If no soil borings have been performed to verify the underlying soils, we recommend that soil borings be performed to eva eAt9d9
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 work.
s Bd
a-
0
1-% a results
Had structure
the underlying
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