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DATE REVISED:
DATE TESTED:KSM JOB #:213055-1d/JM/ah
PERMIT #:NUC #215
CONTRACTOR:Adams Homes Nuc Model:MC-1DR-P
JOB LOCATION:5356 Vespera Street Nuc Serial #:MD80404215
Lot 26-5, Waterstone
Ft. 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"14D 109.9 113.1 97.2%
2. N.E."13D 108.8 "96.2%
3. Center "14D 110.3 "97.5%
4. S.E."13D 108.9 "96.3%
5. S.W."14D 109.6 "96.9%
Soil Description:
Brown Sand with Some Clay
and Traces of Shell Fragments
In Place Moisture:
8.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
113.1
@ 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 4/29/2021
Email to: St. Lucie County Building Department ; rick.johnson@adamshomes.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 23, 2021
21020117
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.
April 29, 2021
Proudly Serving Florida since 1990
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