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Revised:
DATE TESTED:KSM JOB #:204402-1d/CF/jo
PERMIT #:NUC #234
CONTRACTOR:D & M Concrete Nuc Model:MC-DR
JOB LOCATION:176 Estia Lane Nuc Serial #:MD60308234
Port St Lucie, Florida
ITEM TESTED:Detached Garage
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W.0" - 12"50+104.4 108.4 96.3%
2. N.W.""105.7 "97.5%
3. Center ""106.1 "97.9%
4. N.E.""105.1 "97.0%
5. S.E.""105.4 "97.2%
101.1 0.9
Soil Description:
Dark Brown Sand
In Place Moisture:
6.7%
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
108.4
@ 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 9/16/2020
Email to:
September 16, 2020
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 10, 2020
2008-0202
105.0
106.0
107.0
108.0
109.0
110.0
7 8 9 10 11 12 13
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight