HomeMy WebLinkAboutcompaction testHeadquarters
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Sebastian, FL. 32958
Orlando
723 Progress Ways
Sanford, FL. 32771
TE TESTED:
PERMIT #:
CONTRACTOR:
J B LO TI.
ITEM TESTED:
rNT1 N7EG1NG
.�aM AND TESTING
AASOIL COMPACTION REPORT$
STM D 1557 and ASTM D 6938
ul1 2020
00621
OMAdarn
s
8 Ama i irc e
Lot 23-2, Waterstone
Fort Pierce, lorida
Compacted Foundation Fill
07 ai ing
PO Box 78-1377
Sebastian, FL. 32978
one: 772-589-0712
C.A.# 5693
SMengineering.net
KSM JOB #:
029 9-1 /CTAI�i/j�
•
NUC #
417
0500
Nuc Model:
uc eria #.
�3�17
TEST LOCATIO
PEN
DRY MAX. DRYS
PERCENT
OF SAMPLE
00READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
01. N.E*
12"
�45 -
�110.7 _ 112.8
�
98.1% -
2. S.E.
"•
43•
0110.0
97.5%
Center•
0
"
40
109.9
'110.5
97.4%
. N.W.
045
98.0%
5. S.W.
047
40111.00
98.4%
Soil Description:
Brown Sand with some
Shell
In Pla 9.
9.0%
Proctor Optimum Moisture:
011.0%
Proctor MaA0Dry Den i : .C�
112.8
@ Test Locations the Density
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
fo Staked Foundation
p Sd:
45111110
J • ''c E nrsF ��,p
m
No. 68366
e
.� ST • •
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1140
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Ee I I I I I
G113.0..-.._.._...-.._.._.._..-..�.._...
I I I I
WO• �I� I I • 1 01
112. I� 1. �I..-.._ ..-�1..-...
•I• , • •I•
C -I' I •,I' I • I •
_.I._..-�.-..-4..- .�..-...
� I I •I• I �
D 110.0 —f.... ...—.. .._...
R I, e I , Is 1 01
eye I"
ale 010•!• 1001 •
9 10 11 12 14
• Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area it the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible * the tested area has been
alte6d fro 6the appro d inspected condition.
NAL
PE # 68366,7/2/2020 -
Email to: St Lucie County Building Department; rick.johnson@adamshomes.com
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