HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
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Sebastian, FL. 32958
Orlando
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Sanford, FL. 32771
DATE TESTED:.
PERMIT #:
CONTRACTOR:
JOB LOCATION:
r-� G!1 t ENGINEP"T
i r F71YIL AND T E S'r W G
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 14, 2020
GwQ8:-02;7.8
John Purdy
7501 Roberts Road.
Fort Pierce, Florida
Mailing
PO Box 78,71377
Sebastian, FL. 32978
Phone; 772=589-0712
C.A.# 5693
KSMengneering.net
KSM.JOB #: 200212-1d/DJ/jo
ITEM TESTED: Compacted Foundation Fill - Footer & Partial Slab
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE .(P.C.F) COMPACTION
1. North 0" -12" 33 106.1 108.0 -98.2%
2. N.W. 113.1 105.3 97.5 ,
3. S.W. " 34 107.0 99.1%
4. South 33 103.4 " 95.7%
Soil Description:
Gray Brown Sand with
Traces of Clay
In Place Moisture:
10.9%
Optimum Moisture:
12.0%
Max. Dry Density: P.C.F.
108.0.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
O1.
109.0 I I I I I
W I
E I I I I I !
� G
1
H 108.0 �.._.1_.._.I:_ _..J.._..1.._.
T I I l I I
I I I I
P �_ I I I I !
107.0 _�.._..—I.—..T.._. 1
C I
'I
F
1.06.0 1—.._.1_.._.L_.,._l._.._l..—.. _.
D
R I I I I
y105.0
9 10 11 12 13 14 15
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.
steelerpurdy@icloud.com
Proudly,Serving Florida,since 1990