HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL 32771
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CONTRACTOR:
JOB LOCATION
IV Ci 1 Ar ENGINEERING
Z% L-J AVL AND TESTING
SOIL COMPACTION REPORT
ASTM-D-1557- and -ASTM-D-6938
September 27, 2021
QNI31I1Y.11
Wynne Development
3 Quintana Roo Lane
Port St. Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 217403-1d/MH/jam
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
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
107.9
108.7
99.3%
2 N.E.
108.3
99.6%
3 Center
108.1
99.4%
4 S.W.
108.0
99.4%
5 S.E.
108.1
99.4%
Soil Description:
110.0 1
I T I 1 I
I 1
Brawn -Sand
W
I
E109.0—.._.._..._.._.._..._.._.._.._.._..
I I I I I
I I
In Place Moisture:
I I
I I I I
i I
10.3%
H 108-0 �..
�.._.I._.. .._I. _.(_..
.._�.._..
Proctor Optimum Moisture:
T I
I I I I
�.._.I_..�..
I I
0
12.0%
107.0 4—..-4.._.I._..4-..
1._..
P I
I I I I I
I
Proctor Max. Dry Density: P.C.F.
106.0 t
..�.._.r_.. ..�.._.I_..t.._r._..
108.7
C
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets \\\t\nnlrr/I/
Minimum Requirement ,,\\\ %F_ KEG
\\ vv.......... • ��
for Staked Foundation �,•'\\cENSF'-,�Q
Respectfully Submitted_,
Dlglla�ly.' No.68366 _
* *—
signe_c6b-y : Ar
Ju1ieA1eP STATE OF `
Date: � .......• aG\
2021.09NI10NnlAY. fo\\\\
rrrn\
I I I I I I
F 105.0 .. i _..�.._I.._.i_..T
104.0 .. �.._.�_..� .. �.._.�_..
D
R 103.0—.-�.._.�_..�.. I.._.�_..�.._�._..,
Y 7 8 9 10 11 12 13 14 15
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.
11:54:29
-04'00'
Julie E. Keller, P.E. President
PE # 68366 9/28/2021
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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