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Orlando
723 Progress Way
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DATE TESTED:
PERMIT #:
IV 104'1 Ar ENGINEERING
A% 17 AW AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 17, 2019
19100116
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineeri ng. net
KSM JOB #: 195066-1d/SH/jo
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
Wynne Development Corp.
22 Montoya
Country Club Village
Fort Pierce, Florida
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.
0" -12" 38
108.6
111.5 97.4%
2. N.W.
39
109.1
97.8%
3. Center
39
109.0
97.8%
4. N.E.
38
108.4
97.2%
5. S.E.
37
107.4
96.3%
113.0 1.
-
W
E
I
I I I I I
Soil Description:
I
I
I I 1 I I
Brown Sand
G
112.0
H
In Place Moisture:
T
I
I
I I I I
I I I I I
9.2%
P
111.0
Optimum Moisture:
I I I I
11.0%
110.0
..—.�— .—.�.—..—�.—..—�.. .. �..—.._
F
I
I I I I I
Max. Dry Density: P.C.F.
I
I I I I
111.5
D
109.o L..—.)—..—.L—..—I.—..—I..—..
..—.._
@ Test Locations The
R
!
! I ! ! I
Density & Penetrometer
Y
!
I I 1 I I
Readings Indicate the
108.0
— )— —•r— —I — —! — —! —
Degree of 4ompaction Mee
8
9 10 11 12 13 14
ii5�ldi///
`;�itli%rnpRe8u6
�o�St�celf
Moisture - % of Dry Weight
`` Rye 'e II ' Ssffi" ft@d ;p
y
Disclaimer: Contractor is responsible to maintain
/
r 8143
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
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altered from the approved inspected condition.
P # 81439
12/18/2019
Email to: St Lucie Building Department
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