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KSMengineering.net
DATE TESTED:KSM JOB #:206724-1d/CH/ct
PERMIT #:NUC #417
CONTRACTOR:Dave Rodgers Nuc Model:3500
JOB LOCATION:702 Anita Street Nuc Serial #:3417
Ft. Pierce, Florida
ITEM TESTED:Compacted Foundation Fill for the Addition
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.W.0" - 12"45+108.4 111.4 97.3%
2. Center ""109.5 "98.3%
3. S.E.""108.6 "97.5%
Soil Description:
Brown Sand
In Place Moisture:
12.5%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.4
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 12/29/2020
Email to: damndogmarine@gmail.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 28, 2020
SLC-2008-0583
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.
Proudly Serving Florida since 1990
108.0
109.0
110.0
111.0
112.0
8 9 10 11 12 13 14
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Moisture -% of Dry Weight