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Sebastian, FL. 32958
Orlando
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Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 17,2020
1912-0354
Adams Homes
5334 San Benedetto Place
Lot 118, Waterstone
Fort Pierce, Florida
6 -t((%f V 6141.1 ing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200288-1d/MH/jo
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E.
0" -12" 50
112.6 116.1
97.0%
2. S.E.
53
113.0
97.3%
3. Center
53
113.2
97.5%
4. N.W.
51
111.4
96.0%
5. S.W.
52
112.9
97.2%
118.0 -
W I
E
Soil Description:
I
I I I
I
I
Brown Clayed Sand with
G
••-• _ _ _
117.0 fI_ I I
_ _
1
I _
Traces of Shell
H
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I
I
In Place Moisture:
T
I
I.-.
J..-..1..-...
4.8%
P
116.0-j-..-.I-..-
I I I
I
I
Optimum Moisture:
C
I I
I
11.0%
115.0-..-.1-.. .I.-..-4.-..�..
..�
..-...
Max. Dry Density: P.C.F.
F
I I I
I
I
116.1
I I
I
I
@ Test Locations The
Density & Penetrometer
R
Y
I I I
I I I
I
I
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I
Readings Indicate the
113.0••-•;-••-;•-••-r•-••-;••-••T••-••,
Degree of Compaction v� **
8 9 10 11
12
13 14
Moisture - % of Dry Weight
.` Respe ull Disclaimer: Contractor is responsible to maintain
* o No 3 S - the tested area in the condition that KSM
completed the indicated passed compaction test.
• ATE OF KSM is not responsible if the tested area has been
.• c (�
'.� ,�. •,; ORI��:• � �: altered from the approved inspected condition.
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V....
PE # 81439 1/20/2020
Email to: St Lucie Building Department; rjohnson@adamshomes.com; ceo2459@gmail.com
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