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PO Box 78-1377
Sebastian, FL. 32958
1 %% AND TESTING Sebastian,
FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
October 14, 2021 KSM JOB #:
218439-1d/BS/jam
NUC #
528
PERMIT #:
2106-0032
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD049528
CONTRACTOR:
Melvin Pickerill
JOB LOCATION:
7807 Belmont Avenue
Fort Pierce, Florida
ITEM TESTED:
Garage Pad
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
011- 1211 45 111.5 113.0
98.7%
2 S.E.
I I 11112.0 1199.1%
3 S.W.
11 11112.3 1199.4%
4 N.W.
11 11111.9 1199.0%
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
9.0%
Proctor Optimum Moisture:
10.0 %
Proctor Max. Dry Density: P.C.F.
113.0
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Digitally
signed by
This item has been elec[mnically signed and Julie Keller
sealed by Julie Keller, P.E. FI. h, 68366 -
the date stated dfir-ly t, the right using a
digital signature. Date:
Printed copies of this document are not
nsidered signed and sealed and the
,g-remnstbe—ifiednnanyeleRrnnic 2021.10.15 epp-
13:51:37
—04'00'
Julie E. Keller, P.E. President
PE# 68366 10/15/2021
Email to: melvin5982@att.net
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Y
5 6
7 8 9 10 11 12 13
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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