HomeMy WebLinkAboutKSM REPORT (2)----- neaa9tran
Sebastian.
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723 P.rogri
' Sartiord,�F
5
DATE TEST
PERMIT•#:
°'► �' ENGINE
9081 GJA/ -ANDI S1
Y SOIL' COMPACTION. REPORT
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ASftl) 3S5T aed;AS rm D2922
Septerriber 23 2019 SC ,
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Hahson's Tiuck &'Tractor
1416.Lone Plne'Driue
Ft: Pierce; Florida
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Phorre. 772w89=07:12
C.A:# 5693
kSM JOB lk 19:W3-8d/SH//c f j
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TESTLO
" OF SAN
PON.. DEPTH
9LE a "
PEN
READ
DRY
DENSITY
MAX. DRY PERCENT
- PROCTOR VALUE (P,.C.F)' COMPACTION
1. S.W.
W-12"-
41,
112.1
114.4 98.0%
2. N.W.,
41
112.3
98:2%
3. Center
.43'
113.6
" 99.3%
4, N.E.
42
113.2
°j 99.0%, ;
S. S.E (
"
42
.112.9
11&0 •�
4 l �, I �
Sol] Descrlptiol'
E.
1
'Brown'Sand with
Traces of Shell
In Piace'Moist
e:
8.6%
T
i
�'
Optimum Moifture:
113.0 4—
,_a_- F—. I._.:-1.. ..H —
Max.'DryDen
k
: P.C.F.
p
114.4
@ Test ocatio
The,
p
�—
I
Density& Penetiometer
" Readings iridic
j, ta the
Y
Degree of Comp
action' Meets
111.0
•=•l=••=!—• I•—•:-1 -.r.-1 — • ,
Minimum Required
B
9 10 1,1 12 13 14
for U
Anstaked ndation
,
Moisture =%ofDrY Weight
b�.�ttitii�lia
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tlgd:
Disclaimer: Contractor is responsible to maintain
J�.•"`"�"
�'.
the building pad. In the, condition that KSM
completed the indicated passed compaction test.
` o
KSM is not responsible if the building pad has been
'
-
altered from the approved inspected condition.
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I
9/24/2019
Proudly Serving Florida since 1990
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