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ENGINEERING
Mailing
U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
i1171IIL"
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:
June 18, 2021
KSM JOB #: 214586-1d/JM/bm
PERMIT #:
CONTRACTOR:
JOB -LOCATION:
2104-0784
Wynne Development
10-La Villa Court
Country Club Village
Fort Pierce, Florida
NUC# 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED:
Compacted Foundation FiJI
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0" - 12" 13D
106.7
108.9
98.0%
2 N.E.
14D
107.0
98.3%
3 Center
14D
107.3
98.5%
4 S.E.
13D
106.3
97.6%
5 S.W.
13D
105.9
97.2%
Soil Description:
Brown Sand with -Traces of Clay & Shell -Fragments
In Place Moisture:
11.6%
Proctor Optimum Moisture:
12-0%
Proctor Max. Dry Density: P.C.F.
108.9
110.0 I I I I I I I
W I I I I I I I I
E 109.0 .. �.._.' _..� .. �.._. _.. .. �.._.
H108.0 ! ..J.._ I._..L..J ._.l_.. .._I.._.
T I I I I I I I
P I I I I I I I
C 106.0 t �.._.�._.." ..�.-_.t_....�.._.
@ Test Locations the Density & 105 0 1 ( I I I I I
Penetrometer readings indicate the F
Degree of Compaction Meets 1040
Minimum Requirement D
for Staked Foundation R _ i-_-. I•-_.
103-0 �- .�.. �..�.._.%_--�
liilySdbryt�tted: Y 7 8 9 10 11 12 13 14 15
's`yPNceNs h►�''�'�i Digitally Moisture - %of Dry Weight
mQ'•' signed by
No. 81439 - - Bryan E Disclaimer: Contractor is responsible to maintain the tested area
Dahlke in the condition that KSM completed the indicated passed
Date:
compaction test. KSM is not responsible if the tested area has
" STATE OF �� 2021.06.21 been altered from the approved inspected condition.
10:57:01
.,FPS ........ aG.``-04'00'
r10NAL
Brya7A19iVOW, P.E. V.P. of Engineering
PE # 81439 6/21/2021
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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