HomeMy WebLinkAboutFIELD DENSITY TESTOctal
11ineering
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Phone: 954.784 2941
E-Fax: 954-784-7875
,Ww.fed-eng.com
' Field Density Tests of Compacted: Soils Method D=6.93 Vt`l
Proj 'pt: Proposed Residence Lot 50, Creekside Date:: June:28, 2019'
Address: 8736 Cobblestone Drive, Fort• Pierce, F . Order #: 19DR505
Area Tested: Building Pad Permit
Mate lial Type:. Pale Brown Sand Tech: RP
Clien D:R. Horton, Inc,,
Addr ss: 1430 Culver Drive, NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor-Meihod: ASTM D-1557
Test
#
TEST LOCATION
'probe,
Depth
Elev.
Moist,
%
Dry
Density,
PCF'
Proctor
Value
PCF
Optimum -
Moisture
016
Compaction
Pass
1
I E Corner of Building Pad
1.2"
FL
10.1
107.0
107.5
'9.0
'99.5%ti
Yes
2
SW Corner- of Buildin• Pad
12"
FL .
0.4
106.6
10-7 5
9.0
99.2%
Yes:
3
enter of Buildih Pad
12"
FL
9.0
107.3
" 07.5
9.0
99 8%
Yes
4
5
6
7
8
9
10
11
12
13'
14
Legend
PR = Pr
SL = Sp
SG = St
BC = BE
TOP =I
As a mutt
only. A
do not
without
soil to ;
Reverse side (Pane.2 of
Information for
)r Elevation: �
:)froll 1,2,3 =1st, 2nd, 3rd Lift, Submitted by: /�4-
ngline . FL =Final Lift Keith LeBlanc_�`.��(�
igrade BG Below Grade Fedefal`Ehgin�erl 'A TeIYR1.hrISF
ecourse BOF = Bottom,of Footing Florida Reg.-Ne,94
,p,of Pipe FG = Finished, Grade, Certificate of Aut#�rl$ 'brig
v
protection to clients, the. 'public and ourselves, all, reports are submitted as the confidential property, of clients, and autiio pp��II
or extr'acts'.from or regarding -our reports is reserved pending our written approval. A density test determines the degree of coma jbf'd
rty does• not replace a soil bearing capacity determinatlon..These density tests do not.certify the -underlying soil materials below the blp{:�
rde or guarantee that future settlement and cracking will not occur. A soil boring test is required to certify.that the underlying soils wilfsupp
rment. If no soil borings.have been performed to verify the underlying solls,'.we recommend thatsoii borings'be`performed to eVeluate.the;s
rtthe proposed structure. After laying.dormant fora perlod'of90 days orafter heavy raln/storm'§, retesting rh.bsf be,perfomied on'this work.
.4
r S
' Vhke. The results
proposed structure
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