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Orlando
Phone: 772-589-0712
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
September 20, 2021 KSM JOB #:
217540-1d/MR/jam
NUC #
276
PERMIT #:
2108-0274
Nuc Model:
MC -DR
Nuc Serial #:
MD40107276
CONTRACTOR:
VB Custom Homes
JOB LOCATION:
159 Ocean Estate Drive
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 55+ 111.8 113.2
98.8%
2 N.W.
1 112.5 "
99.4%
3 Center
1 112.0 "
98.9%
4 S.E.
1 110.6 "
97.7%
5 S.W.
1 111.3 "
98.3%
Soil Description:
Light Brown Sand with Silt
and Shell Fragments
In Place Moisture:
10.8 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
113.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Digitally
signed by
thisitemha=b— electronicallysigned Julie Keller
sealetl by Julle Keller, F.E. FL L1c. 68366 an
the date stated direttly to the right using a
fhlz
dlgltalslgnuDate:
n[ed pies, copiof document are no[
nsid and the
a nd sealed the
=,gnaturemurtheyeri,iedo a yelectro is 2021.09.21
[°pies.
12::53:17
Julie E. Keller, P.E.QPreesiident
PE# 68366 9/21/2021
Email to: pattycollinsvb@gmail.com
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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.
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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