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DATE TESTED:KSM JOB #:210129-1d/MR/ct
PERMIT #:NUC #276
CONTRACTOR:Adams Homes Nuc Model:MC-DR
JOB LOCATION:5329 San Benedetto Place Nuc Serial #:MD40107276
Lot 8, Block 5, Waterstone
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. S.W.0" - 12"55+115.1 116.2 99.1%
2. N.W.""112.8 "97.1%
3. Center ""113.7 "97.8%
4. S.E.""113.0 "97.2%
5. N.E.""114.1 "98.2%
0.0
Soil Description:
Light Brown Sand
with Shell & Clay
In Place Moisture:
8.3%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
116.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 1/7/2021
Email to: rickjohnson@adamshomes.com; St. Lucie County Building Department
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
January 6, 2021
2011-0384
Proudly Serving Florida since 1990
113.0
114.0
115.0
116.0
117.0
9 10 11 12 13 14 15
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Moisture -% of Dry Weight