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Phone: 772-589-0712
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KSMengineering.net
DATE TESTED:KSM JOB #:204330-2d/CH/ct
PERMIT #:NUC #417
CONTRACTOR:Grande Construction Nuc Model:3500
JOB LOCATION:465 SE Verada Avenue Nuc Serial #:3417
Port St Lucie, Florida
ITEM TESTED:Compacted Foundation Fill - 1st & 2nd Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.W.12" - 24"45+109.2 110.5 98.8%
2. N.E.""109.0 "98.6%
3. Center 24" - 36""108.9 "98.6%
4. S.E.""109.3 "98.9%
Soil Description:
Brown Sand
In Place Moisture:
9.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.5
@ 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 2/5/2021
Email to: greg@grandefl.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 4, 2021
2012-0552
Proudly Serving Florida since 1990
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.
107.0
108.0
109.0
110.0
111.0
112.0
9 10 11 12 13 14 15
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight