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11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
i% � AW
AND TESTING
Sebastian, FL. 3278
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 30, 2021
KSM JOB #: 214917-id/BS/bm
PERMIT #:
CONTRACTOR:
JOB LOCATION:
0111-150011211
Wynne Development
6 Sante Fe Lane
Spanish Lakes Riverfront
Port St Lucie, Florida
NUC# 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
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.E.
0" - 12" 45
106.2
108.1
98.2%
2 S.E.
45
106.7
98.7%
3 Center
45
106.0
98.1%
4 S.W.
45
106.4
98.4%
5 S.E.
50
107.0
99.0%
Soil Description:
Light Brown Sand
In Place Moisture:
9.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
108.1
110.0 1 I I I I I I I
W
I I I I I I I I
H108.0 .-J.._ I._..L..J.. .. ..L_I.._.
T I I I I 1 I I
107-.0-..-4..--I--.. -. .._-I--- - .�__..
P I 1 I I I I I
C 106-0 {-..�.._.�._ r..�.._.�_..t..�.._.
I I i I I I I
dal Test Locations the Density&
1050-=- �•--•=-
Penetrometer readings indicate the
Degree of Compaction Meets
104.0 ----- �•---�------�-------�-•--
Minimum Requirement
D I I I I I I I I
for UnstOgv&y,�undation
R 103.0 �..�.._ I._..)_..�.._.)_..1 .._!.._.,
R� !p, "...' Q,yrtx d.
U �i
Digitally
Y 7 8 9 10 11 12 13 14 15
signed by
Moisture - % of Dry Weight
No gay _ — __
Bryan E
Disclaimer: Contractor is responsible to maintain the tested area
Dahlke
in the condition that KSM completed the indicated passed
4: "" -•r === -
AV
-•.
Date:
compaction test. KSM is not responsible if the tested area has
i�0 STATE OF .! �,e
���� •.�GORIDP.•- #
2021.07.01
been altered from the approved inspected condition.
"'iS10NAL E�
13:56:08
BryanV.P. of Engineering
-04'00'
PE If 81439 7/1/2021
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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