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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:KSM JOB #: 205769-1d/MH/jo
PERMIT #:NUC #630
CONTRACTOR:Palmer Construction Nuc Model:MC-1DR-P
JOB LOCATION:161 Nettles Boulevard Nuc Serial #:30630
Jensen, Florida
ITEM TESTED:Outdoor Patio
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. East Side 0" - 12"50 111.4 113.7 98.0%
2. West Side "50 110.6 "97.3%
3. N.W."110.6 "97.3%
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
6.9%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
113.7
@ 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 11/16/2020
Email to: St Lucie Building Department; dlpalmer99@gmail.com
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
November 13, 2020
2008-0768
110.0
111.0
112.0
113.0
114.0
115.0
9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight