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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
11i1 1191dT-I'lli[iPii
ITEM TESTED:
IV CA 1 At ENGINEERING PO Box 78-11377
SebasFL. 3278
i117jVL AND TESTING Phoneil772589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
November 2, 2021 KSM JOB #: 219004-1d/BS/jam
21040685
Wynne Development
14497 Cancun Avenue
Fort Pierce, Florida
Compacted Foundation Fill
NUC# 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.E. 0" - 12" 40
2 S.W. „
3 Center "
4 N.W.
5 N.E.
Soil Description:
Brown Sand
In Place Moisture:
8.7%
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
109.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets `xt011III/l��'
Minimum Requirement
for Staked Foundation ��%- y1GENSA •FiQ '�
Respectfully Submitted ,
Dlgttall� No.68366
Siglse*l by
,Ulle;iler STATE OF
2021.1 ?!Q,110NAL ���•``•
13:22:17
108.0 109.6
98.5%
109.0
99.5%
107.2
97.8%
108.8
99.3%
108.1
98.6%
111.0 1
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104.0
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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.
-04'00'
Julie E. Keller, P.E. President
PE # 68366 11/3/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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