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DATE TESTED:KSM JOB #: 190694-3d/CH/jo
PERMIT #:NUC #417
CONTRACTOR:Gonzalo Zamudio Nuc Model:3500
JOB LOCATION:3707 Arnold Road Nuc Serial #:3417
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - Addition
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.E.0" - 12"45 110.5 113.6 97.3%
2. Center "48 111.3 "98.0%
3. N.W."45 110.7 "97.4%
Soil Description:
Brown Sand with Clay
In Place Moisture:
12.4%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.6
@ 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 9/24/2020
Email to: St Lucie Building Department; gonzalizamudio@gmail.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 23, 2020
2008-0014
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