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*Sebastian, FL. 32958 •
•Orlando
723 Progress Way
*Sanford, FLO327710
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SAVIL AND TESTINC-1
40 4WSOIL COMPACTION REPORT*
ASTM D 1557 and ASTM D 6938
• •• ••�Ili
DATE TESTEDA
Ma 192020
PERMIT #:
2003-0659-0659
• •
CONTRACTOR:
Wynne Development
JOB LOCATION:
14399 Isla Flores Avenue
Spanish Lakes Fairways
• Fort Pierce, Florida
Mailing
OPO Box 78-1377
Sebastian, FL. 32978
•Phone: 772-589-0712
_ GC.A.# 5693
KSMengineering.net
• •
SM J B 202295 1d/S�i/jo
NUC # 630 •
Nuc Model: MC -10R -P
Nuc Serial #: 30630
•ITEM TESTED: Compacted Foundation Fill
iE
ST LOCATION • DEPTHAb
PEN • DRY MAX. DRY PERCENT •
OF SAMPLE READ DENSITY* PROCTOR VALUE (P.C.F) COMPACTION
• 1. N. E. 0" - 12"- 45- 110.4 112.9 097.8%0 •
•2. S. E. 040 111.20 098.5%4b
3. Center 45 112.10 4p99.3%0
4. S.W.• •" 50 110.6 98.0%
5. N.WV 50 111.50 98.8%
So i Description:
•Brown Sand
OIn Pipe, �Tr
11.6%
Proctor Optimum Moisture:
• 11.0 A •
•Procto . Dig :&.C.F.
401
J
'@ Test Locations • Density & •
Penetrometer readings indicate the
•Degree of Compaction Meets •
•Minimum Requirement
•for Staked Foundation
4sptfully Subit d:
/�n .00...
•tip '. �
114.0 -
W 1 •I I�
•E •I I�
G 113.0
H I I I I I
T � •I I I I, I
••• 12.0
Pc 1���I--•....__•�,•�.. �.
•.__4IIIIfI.. •_.111.0.•IIII••..,_�•
....
1II
......�•__.
......
F1 .0 _I•t
•R 0•I•• 1•• •I...
I •
Y •I I• •I •1•
109.0.._.;_.._.;._.._r._..�.._..T.._..,
10 12 lie 14
Moisture - % of Dry Weight
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
altered from the approved inspected condition.
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"P -
��+ SEAL •,,.,
'PE # 68366 • • 6/1/2020
Email to0St Lucie Building Department • • _
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