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DATE TESTED:KSM JOB #:204903-1d/CF/ct
PERMIT #:NUC #234
CONTRACTOR:Adams Homes Nuc Model:MC-DR
JOB LOCATION:5000 Sunset Boulevard Nuc Serial #:MD60308234
Ft. Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - 1st & 2nd Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. West 0" - 12"40 115.1 116.6 98.7%
2. North 12" - 24"45 114.8 "98.5%
3. Center 0" - 12"40 116.0 "99.5%
4. East 0" - 12"40 115.2 "98.8%
5. South 12" - 24"50 115.5 "99.1%
101.1 0.9
Soil Description:
Brown Sand
In Place Moisture:
10.1%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
116.6
@ 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 10/6/2020
Email to: St. Lucie County Building Department; edgar.marrero@adamshomes.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
October 6, 2020
2202-0344
Proudly Serving Florida since 1990
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.
113.0
114.0
115.0
116.0
117.0
118.0
8 9 10 11 12 13 14
W
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G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight