HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
IP CA IL t ENGINEERING
i117AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 16, 2020
2006-0104
Brett Webster Tractor
2635 S. Brocksmith Road
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 202688-2d/MH/ct
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED:
Compacted Foundation Fill for the House Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1.
N.E. - 1st Lift
0" - 12"
50
108.2 112.9
95.8%
2.
N.E. -Final Lift
12" - 24"
50
111.6 it98.8%
3.
Center - 1st Lift
0" - 12"
50
112.3 it99.5%
4.
Center - Final Lift
0" - 24"
50
110.6 It98.0%
Soil Description:
Brown Sand with
Traces of Clay & Shell
In Place Moisture:
8.9%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.9
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
RespecttNjyr ubmitted:
�Jrrr
0.81 439
=� •• S w
AL
Bryan E. da�hlke, P.E.
V.P. of Engineering
PE # 81439 6/17/2020
Email to: brett.webster@yahoo.com
114.0 I I I I I
W
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H I I I I I I
T
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P I I I I
C I I I I I
111.0—.._.�_.
F
_.I._.._i._..�.._ .�.._...
I I I
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D 110.0 _. _.._.L_.._r._..�.._..t.._..:,
R I I I I I
Y I I I I
109.0.._.;_.._.;._.._r._..-1.._..T.._..1
8 9 10 11 12 13 14
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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