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'r '' 40 1 ff ENGINEEI.. _`IG
X%LJ AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-689-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
October 16, 2019
KSM JOB #:
194165-1d/CH/ct
PERMIT #:
CONTRACTOR:
St. Lucie Site Development
SCANNED
tteceveo
BY
IAN g 5 1010
JOB LOCATION:
978 SW Bywood Avenue
f. Lucie County
Port St. Lucie, Florida
De artme^t
permittl^0 a
Lucie County
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St.
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0"-12" 47
108.0
111.1
97.2%
2. S.W.
49
108.3
"
"
97.5/0
3. Center
42
107.7
96.9%
4. N.E.
45
107.9
97.1%
S. N.W.
49
108.5
0
97.7 /o
Soil Description:
Brown Sand
In Place Moisture:
9.0%
Optimum Moisture:
12.0%
Max. Dry Density: P.C.F.
110.8
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the building pad in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the building pad has
been altered from the approved inspected
condition.
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