HomeMy WebLinkAboutFIELD DENSITY TEST--emu
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FtdId Density Tests of Compacted Soils Method D 6938
Project:
1 Proposed Residence Creekside Date:. June 28; 2Q19
:Lot 94,
Address
8560 Cobblestone, Dtive; Fort "Pieres,, FL Q tler #� 19DR500
Area. Te
ted: BuildingPad
Material
Type P.,ale Brown Sand Tecfi: RF
'Client: _
D.R.,,Horton,,lnc
Address
1430 Culver. Drive NE . Compaction Reg.: 95%'
Palm -Bay; FL 3290.7 Proeto'r Method:, :ASTM D=1557,,
Test
TEST'LOCATION
Probe
Elev.
Moist
; "
Dry"
Density
Proctor
Value
Qptilnurn
Moisture
Compaction
Pass
##
Depth
PCF
PC, F
"%.
1
SW
Corner,of Buildin '. Pad , , . ,
12'
FL
, '
1'07,. 0'
107,5
9.0'
99 5%0
Yes
2
NE'
':Corner of Bull' Fad"
12"
FL,
1 1:0,.2.
°105:7 :
1,Q75 .
9:0
99.3%
Yes
3
Ce
I
'ter of Buiidin Pad. _ .__
12"
FL ,
. =90;
106 l3`:,,
. 107 5
9.0
9936/0
Yes
4
-:
5
,
6.
7
V.
g
10
�
12
j
13,
i
14
Remarksi,
See (Reverse Side (Page 2 of 2 :for Addtfional,
'Information"for
Disclaimer."-
This,is'a Com action Test onl :on the'top 12"-of tfie;"pad and''is riot,awe�ification :of.�Soil i " ;; ./"
Legend,fogElevation:
��.
PR'= Pro o
oll, 1;23 1st; 2nd"3rd Lift Submitted by:. •e
SL = �S rin
P
line FL = Finaf Lift Keith LeBlanc, E Eb ; 39q �
SG = Sub
i ade BG' Below Grade; Federai Engineertl�'$� Testnrg fc.
-
BC. -Base
nurse BOF Bottom of Foote rig. Florida Reg Now 4 `
gTE;pfi
TOP = Top
As a.mutual
conclusions o
of Pipe FG Finished Grade C&tiflcate of.AU' lei 471
I"
otection to clients, the public, and ourselves, all reports are submitted as.the confidential property, of clients and'authof � %r it tiQp-0eNts,
;extracts from or regardiho but, reports is reserved pending our written approval A"densitytest"determines`.the<degree"of 66*ni III t s `lariat
only. A densif
do not preclu
does'not replace a'soil;beanrig capacity date"r"minationr:7hese:density tests'do not;oerfify the underlying soil materials below thblgt� d, QQ ¢�hsuijs
or guarantee that futuresettlemenGand cranking will not occur Asoil boelrig test isseq`uved to certify that tfie"underlying soils will, su, �f♦� rb osed structure
without settle
ent. If 6' soil,bonngs have been performed to verify the underI' ng;solls we:recommend that,•soml:bor'ings be performed to evaluate -the suitability of the underlying
soil ao support
he proposed•structure. After laying domtantfor- a period -of 90 days.pr after heavy rain/storms,.retesting,must"6e,performed,omthis�work
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