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1.1345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
PERMIT #:
tl C0 1 t ENGINEERING
iIL%F*-J AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 27, 2020
20010502
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200966-1d/MH/jo
NUC# 630
CONTRACTOR:
Wynne Development
Nuc Model:
MC-10R-P
JOB LOCATION:
20 Gulf Drive
Nuc Serial #:
30630
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" - 12" 50
108.9
113.3
96.1%
2. S.W.
50
110.6
97.6%
3. Center
50
111.4
98.3%
4. N.E.
50
109.3
96.5%
5. N.W.
50
110.1
97.2%
Soil Description:
Brown Sand with traces of
Clay and Shell Fragments
In Place Moisture:
8.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.3
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
Respectfully Submitted:
o` ........
410EIV F'
No. 68366
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8 9 10 11
12 13 14
Moisture - % of Dry Weight
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.
PE41;8366 2/28/2020
Email to: St Lucie Building Department
Proudly Serving Florida since 1990