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11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
IV C01 t ENGINEERING PO Box78-113777
i�/li AND TESTING Phbastian2F1890912
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 16, 2021
20120708
Wynne Development Corporation
14385 Isla Flores Ave
Ft Pierce, Florida
Compacted Foundation Fill
one.77
-5 - 7
C.A.# 5693
KSMengineering.net
KSM JOB #:
212902-1d/JM/bm
NUC #
215
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD80404215
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.E. 0" - 12" 13D
105.2 107.6 97.8%
2 S.E. 12D
104.8 97.4%
3 Center 14D
106.5 99.0%
4 S.W. 12D
105.1 97.7%
5 N.W. 13D
105.7 98.2%
Soil Description:
109.0 —
Brown Sand
W
I I I I I
E
I I I I I
In Place Moisture:
1 108.0
81%
G
I I I I
H
I I I I I
Proctor Optimum Moisture:
T
107.0
Proctor Max. Dry Density: P.C.F.
P
107.6
C 106.0 4—..—.� ..—.�—..—�.—..—�.. .. �..—.
@ Test Locations the Density &
Penetrometer readings indicate the
105.0
Degree of Compaction Meets
I I I I I
Minimum Requirement
D
for Staked Foundation
Ft 104.0
Resspt=Wt1FlJ1M61I�r�ted:
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
,,ICENgF •., .5.�
` ��,••
Digitally signed
°��"= a"«°a.=" by Bryan E
Disclaimer: Contractor is responsible to maintain the tested area
No. 81439d
A Dahlke
in the condition that KSM completed the indicated passed
s......
o 4.1_ ._1= ,,,,, Date:
'•• 14 2021.04.19
compaction test. KSM is not responsible if the tested area has
been from inspected
;
0 •, STATE OF AfQ
altered the approved condition.
i 11:09:36-04'00'
"ALORIDa: ' ��'`�
Brya4iF11galh1ll V.P. of Engineering
PE # 81439 4/19/2021
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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