HomeMy WebLinkAboutKSM REPORTHeadquarters
11345 U S Highway V-
`Mailing �
1 t ENGLNESTINGEEit IG PO;Box 1377
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78
sw FL `32958 ,
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LSebastian FLz 32g78, J
Orlando
Phone .772 588-0712
723;-P.rogress Way
C A# 5693 i
Sanford, FL 32771
SOIL COMPACTION REPORT KSMengrneerng net}
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ASTM.D 15S7,and AST M 02922
DATE TESTED:
- _ - t t R 4
January 27,2020 KSM JOB #:, 200408 1d/MH/'
PERMIT#:
1909-0423
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CONTRACTOR:-
Wynne Development Corp.
r
' JOB LOCATION:
SCANNED
26SierraDemorte-
5panish Lakes -Country Club Village 51"il if IP %'nngfr
l
Fort Pierci, Florida
:ITEM TESTED:'
compacted Foundation Fill
TEST LOCATION
DEPTH PEN 'DRY MAX: DRY- PERCENT
''' j
OF'SAMPLE'
-
READ DENSITY _ PROCTOR VALUE (PI COMPACTIOW,,
3.. S.E.
0" -12' ' 51 111.8 112.2 ` _ :99:6%
.j
2., S.W.
" .50 . 110.5 985%,e"
-
3. Center
51 111.1 `
4 N_E.
" 50 409.8 97 9% t
4
5 N.1N.
50 <109.6 977% ,
t_
* (:IX,
r .
113.0
Soil Description: •-E
W
Brown Sand.wrth1-
Shell Fragments
G i -s
m.0 r
In Place Moisture:
7
. I
Optimum Moisture:
P
Max. D Densi P.C.F.I
ry
1 l
112:2
F
@ Test Locations The
Density & Penetrometer
D
R
Readings Indicate the
Y 1 I I 1 I 1=
Degreed, ompactionMeets 1090 i—••—•i-••—�•—•=r•-••-;••—••T
Minimum Required
8 .9 10 11 12 13 14"`
for Staked Foundation
Res atf<fl
Moisture.- %:of Dry Weight
'
.-
f
i
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that4KSM
le E.-Keller • W
completed the indicated passed compaction itest
KSM is not responsible if the tested area hasybeen
ryrnnebc.com;'St..Lucie
1/28/2020 altered from the approved inspected condit�on:-
County Building'$epartment
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