HomeMy WebLinkAboutFIELD DENSITY TESTederal
gineering
esting, Inc.
SCANNED
Field Density Tests of Compacted Soils Method D-6938
Phone: 954-784-2941
E-Fax: 954-784.7875
adman@fed-eng.com
www.fed-eng.com
Proposed Residence Lot 40, Creekside Date: November 19, 2018
8717 Cobblestone Drive, Fort Pierce, FL Order #: 18DR1029
A: Building Pad Permit #: ' l�
ype: Brown Sand with Traces of Rock Tech: BK
D.R. Horton, Inc.
1430 Culver Drive NE Compaction Req.: 95%e
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Test
#
TEST LOCATION
Probe
Depth
Elev.
Moist
,
�0
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
II1
Center of Building -Pad
12"
FL
7.4
109.1
111.0
14.0
98.3%e
Yes
112
NE Corner of Building Pad
12"
FL
6.9
1 10863
111.0
14:0
97.6%
Yes
II3
SW Corner of Building Pad
12"
FL
8.3
111.0
111.0
14.0
100.0%
Yes
I4
I5
I
6
7
8
9
10
Mining
partm
nt
11
12
.13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This Is a Compaction Test onlvon the top 12" of the pad and is not a verification of Soil
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:
A�&
SL = Springline FL = Final Lift Keith LeBlanc, P.:g.
SG = Subgrade BG = Below Grade Federal Engineerm Florida Re Testing Inc 17*1
'. 5 SLATE OF
BC = Basecourse BOF =Bottom of Footing g. No`�
TOP = Top of Pipe FG = Finished Grade Certificate of AuthorJ�pir
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizdjiolSt oLbeof
conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of c�y tjLe ��r of
material only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials MI6 ¢ PQjgdsilvcture.
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 rain/storms, retesting must be performed on this
work.
PAGE 1 of 2 W