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DATE TESTED:KSM JOB #: 201707-1d/SH/jo
PERMIT #:NUC #528
CONTRACTOR:Matthew Callahan Nuc Model:MC-1DR-P
JOB LOCATION:504 E. Midway Road Nuc Serial #:MD049528
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - Detached Garage
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W.0" - 12"38 106.1 109.4 97.0%
2. Center "39 107.3 "98.1%
3. N.E."38 106.6 "97.4%
Soil Description:
Brown Sand
In Place Moisture:
9.6%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
109.4
@ 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 11/6/2020
Email to:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
November 6, 2020
2009-0103
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.
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106.0
107.0
108.0
109.0
110.0
111.0
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Moisture -% of Dry Weight