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DATE TESTED:KSM JOB #: 212255-1d/MH/bm
PERMIT #:NUC #630
CONTRACTOR:Edward Joyce Nuc Model:MC-1DR-P
JOB LOCATION:5513 Pine Tree Drive Nuc Serial #:30630
Ft 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"50 112.3 114.7 97.9%
2. Center "50 113.8 "99.2%
3. N.E."50 112.9 "98.4%
Soil Description:
Brown Sand with Traces of Shell & Clay
In Place Moisture:
6.2%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
114.7
@ 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 3/25/2021
Email to: edjoycecitadel@aol.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March 24, 2021
2102-0134
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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113.0
114.0
115.0
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Moisture -% of Dry Weight