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DATE TESTED:KSM JOB #:206624-1d/CH/ct
PERMIT #:NUC #417
CONTRACTOR:David B. Concrete Nuc Model:3500
JOB LOCATION:17802 Bridle Way Nuc Serial #:3417
Port St Lucie, Florida
ITEM TESTED:Porch Slab
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.W.0" - 12"45+107.7 109.1 98.7%
2. Center ""108.1 "99.1%
3. S.E.""107.9 "98.9%
Soil Description:
Grayish Brown Sand
In Place Moisture:
11.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
109.1
@ 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 12/22/2020
Email to: davidbconcrete@gmail.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 21, 2020
2009-0647
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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107.0
108.0
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110.0
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Moisture -% of Dry Weight