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Orlando
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DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
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611lu to�'vo / SOIL COMPACTION REPORT
IA P ASTM D 1557 and ASTM D 2922
December 31, 2019
ROVB Inc.
5009 Paleo Pines Circle
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200009-1d/SH/ct
JAN 0 6 nN
S-r. Lucle C
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.W.
0" - 12" 40
109.9
111.6
98.5%
2. Center
40
109.6
98.2%
3. N.E.
39
108.1
96.9%
113.0
W
E
I I
I I
I
Soil Description:
Brown Sand with Shell
I
G
112.0
I I
I I
I I
I I
I
I
H
I
In Place Moisture:
T—,.1..—..�
111.0
I I
I
I
10.3%
P
Optimum Moisture:
11.0%
110.0—.._.i_
Max. Dry Density: P.C.F.
F
I I
I I
I
111.6
I
I I
D
109.0
y.._...t..—..1
@ Test Locations The
I
Density & Penetrometer
R
Y
I I
I I
I I
I I
I
I I
Readings Indicate the
108.0
••—•;—••—••—••—?•—••�••—••T••—••;
Degree of Compaction Meets
8 9 10
11 12
13 14
Minimum Required
for Unstaked Foundation
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.
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