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Phone: 772-589-0712
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KSMengineering.net
DATE TESTED:KSM JOB #:206161-1d/DJ/jo
PERMIT #:NUC #404
CONTRACTOR:Hector Gomez Nuc Model:MC-1 Elite
JOB LOCATION:709 Easy Street Nuc Serial #:31404
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.0" - 12"37 107.2 111.8 95.9%
2. S.E."40+108.4 "97.0%
3. Center "35 106.7 "95.4%
4. S.W."40+109.0 "97.5%
5. N.W."40+108.2 "96.8%
Soil Description:
Tan Sand with traces
of Clay
In Place Moisture:
12.8%
Proctor Optimum Moisture:
12.7%
Proctor Max. Dry Density: P.C.F.
111.8
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 12/3/2020
Email to: Port St Lucie Building Department; hector146gomez@hotmail.com
Proudly Serving Florida since 1990
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 2, 2020
2008-0792
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.
108.0
109.0
110.0
111.0
112.0
113.0
10 11 12 13 14 15
W
E
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G
H
T
P
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F
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D
R
Y
Moisture -% of Dry Weight