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DATE TESTED:KSM JOB #:205756-1d/CH/cv
PERMIT #:NUC #417
CONTRACTOR:Wynne Development Corp.Nuc Model:3500
JOB LOCATION:6507 Spanish Lakes Boulevard Nuc Serial #:3417
Spanish Lakes Fairways
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.E.0" - 12"40 109.1 112.8 96.7%
2. S.W.""109.0 "96.6%
3. Center ""108.7 "96.4%
4. N.E.""108.8 "96.5%
5. N.W.""108.6 "96.3%
Soil Description:
Brown Sand with Some Shell
In Place Moisture:
11.2%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
112.8
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 11/16/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
November 13, 2020
2010-0538
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.
Proudly Serving Florida since 1990
107.0
108.0
109.0
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112.0
113.0
114.0
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Moisture -% of Dry Weight