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DATE TESTED:KSM JOB #:205226-1d/DJ/cv
PERMIT #:NUC #404
CONTRACTOR:Wynne Development Corp.Nuc Model:MC-1 Elite
JOB LOCATION:14370 Amapola Circle Nuc Serial #:31404
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. N.W.0" - 12" 40+105.4 110.1 95.7%
2. N.E.""107.6 "97.7%
3. Center ""106.1 "96.4%
4. S.E.""106.8 "97.0%
5. S.W.""107.9 "98.0%
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
13.8%
Proctor Optimum Moisture:
12.1%
Proctor Max. Dry Density: P.C.F.
110.1
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/21/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
Proudly Serving Florida since 1990
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
October 20, 2020
2008-0802
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.
105.0
106.0
107.0
108.0
109.0
110.0
111.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
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F
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D
R
Y
Moisture -% of Dry Weight