HomeMy WebLinkAboutSoil Compaction ReportHeadquarter;,'
11345 U S.Highway 1.
F , 32958
jM AND TES
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723 Rragress'Nlay
501E COMPACTION+'REPORT`' °
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CONTRACTOR
Wynne Builders,,
JOB -LOCATION ry
$ Desota La'rie ,
S{ianrsh Lakes1-
:Port St Lucie; -,Florida'
i a Sebastian, FL. 32978•
" Phone: 772-589..071'2.
C.A`#�5693
KSMengmeenng net
f(SM JOB::#. 2U1359 ;1d/MRA
S.L.. . .
NUC;# 630
'Nuic Model; MC=40R P
A .
Nuc Serial,#:.
TEST LOCATION
PEN
DRY fVIAk ybRY
PERCENT'
DEPTH.
OF SAMPLE '
READ
`DENSITY PROCTOR VALUE (P:C:F)
'COMPACTION
NM 0" -1Z"
50
111.6 115.9
96:3%
5o
113.9 "
98.390
3 Centel '�
5o
114:1
;98.4%
4 S 1A1:,:_ „
-;
a50
912,E ��
97.2go
50
113.5 "
97.9%
t
Descrlotion
117.0
Brown Clayeti Sand'
=
W
I f
I I
to PlaceMoistumi
G.
! 16.0
.A
H
Proctor,0`ptlmurn Moisture•'
115.0. •t—
I I I I I I
—•�_ _L._...
110.°/o
P'
I
I 1
Prgctor Max. Drq Density: P C F.
-C
Test
@ _ Locations the Density&
F-
1 I.• I I
I I'
-.
Penetrometer readings ndilc te166
113.0 •+—
DegreeofCompaction`Meets.
D
-'1 "—'I' —f "' ''I'"
•t"—"i
MrniMum,Require'd
R.
-for,Staked Foundation
112.0
l I i
-•�—•--•,
i EI
RespectfullvSed•
8 9' 10 11 12
1,3, 14
MoiSture - % `of Dry Weight
Disciaimer. contractor'is responsiple to maintain
the tested area in the condition that KSM
completed, the indicated passed compaction test.
KSM Is. hot' responsible If the, tested area has been
afte'r•.ed from the approved inspected condition.
020
ent
- Proudly Serving_ Florlda since.=199.0