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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
December 17, 2021 KSM JOB #:
2110439-1d/MH/jam
PERMIT#:
NUC #
2110-0544
630
Nuc Model:
MC-IDR-P
Nuc Serial #:
30630
CONTRACTOR:
Wynne Development
JOB LOCATION:
62-Del Prado
Port St. Lucie, 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.W.
0" - 12" 50 112.4 115.5
97.3%
2 N.E.
111.9
96.9%
3 Center
112.3
97.2%
4 S.W.
111.8
96.8%
5 S.E.
112.1
97.1%
Soil Description:
Brown Sand with Traces of Clay Fragments
In Place Moisture:
7.0%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
115.5
11Z0 I I I I I I I
IN
F I I I I I I I I
G
H 115.0 ..�..- I.-..L..J. -.I.-. ..J..-.
T I I I I I I I
114.0 4..-.1.-..1--. �..-.I.-..�.. ..-.
P I I I I I I I
C 113.0 �..�..- 1 - .r..�..-.C-..�..�..-.
@ Test Locations the Density & I ! I I I I I
F 112.0 �-.. �.. .I_..� .. i..-.i-..� .. �..-.
Penetrometer readings indicate the
Degree of Compaction Meets`�Jt'E1KE rrry�111.0
Minimum Requirement
T
D q I I I I I I I I
RespectfullySubmitted'� Y 110.0 �-- -)---I.---)---4..-.!----� -.4.
No.68366 6 7 8 9 10 11 12 13 14
- * •: * = Moisture - % of Dry Weight
DigVloNy signed Jr
Disclaimer: Contractor is responsible to maintain the tested area
'
by A e'•Kegiom of P
Date,--�Fs ftoRtoP. ��` in the condition that KSM completed the indicated passed
/ �—S[r^ kAL ��` compaction test. KSM is not responsible if the tested area has
2021.1 111111ttx\been altered from the approved inspected condition.
14:30:54-05'00'
Julie E. Keller, P.E. President
PE # 68366 12/20/2021
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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