HomeMy WebLinkAboutCompaction Test Headquarters 9 y PO BoX�78 ding
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Sebastian; FL:32958 AN M ANITE��rs Sebastian, FL. 32978"
Orlando 'Phone: 772.589 071`2>,
723 Progress Way SOIL-COMPACTION REPORT' C.A#5693-:
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938' K Nahgineering:net
DATE TESTED:: March 5,2020 I<sM JOB#:- '_2Q1089-1d/SH%jd
.PERMIT 20010524 3y 1L1J J- )-lo ��� q NUC# 528.
CONTRACTOR:; Wynne Development 5FK
Nuc Model: MC-10R.P
JOB LOCATION: 34.Alta Loma: Nuc Serial#: MD049528
-Spanish Lakes"I
i
-Port St,Lucle5. Florida'
ITEM TESTED: Compacted Pouridation`Fill
jTEST LOCATION PEN :DRY MAX.DRY ;PERCENT
OF SAMPLE DEPTH •READ DENSITY PROCTOR VALUE COMPACTION -
I
1 N.W. 0"-1211 '38 107.0 112.2 .9,5.4%
2. N.E. 40 108.6 " "96.8%.
31. Center 40 108.8 if97.0%1
4. S.E. '39 107.4 " 95 7%--
S: S:W. "' :39 107.6 95.9%,
Soil Description:" 114.0 ? I I I I 1 f
Brown Sand E
3.
l 11, 0 �—..—
In Place Moisture: G,
8.6% H I I I I I (
T
Proctor Optimum Moisture: 1.12.0 •� — i— —� — —� — 1• — 1
-11.0% P f I ( I I f
Proctor Max."Dry Density:P.C.F. C
112.2 111`.,0: — I— I — i — —I • •I- .— .i
@ Test Locations the Density&
Penetrometer`readings indicate the 110.0
Degree of Compaction Meets R
Minimum,Required
I' Y
for,Staked Foundation 109:0: -�-- — �— —ti -- —� — -; •-;- — .�
"~ 8 9 10 11 12 — -13 1:4
Respectfully Submitted:
Moisture-%of Dry Weight,
0
Dt, Disclaimer: Contractor is responsible to maintain
_
the tested area in the condition that KSM
• - completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
•.. ./.d • IU,1 _
e'0 TE OF 4U: altered from the approved inspected condition.
CF
TA
E.'Darhl�ce �`
PE#81439 3/6/2020
Email to::.St Lucie Building Department
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