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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
November 18, 2021 KSM JOB #:
219496-1d/RH/jam
PERMIT #:
21060755 NUC #
234
Nuc Model:
MC -DR
CONTRACTOR:
Nuc Serial #:
Wynne Development
MD60308234
JOB LOCATION:
14163-Isla Flores Avenue
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 10+ 111.0 111.7
99.4%
2 S.E.
110.7
99.1%
3 Center
108.9
97.5%
4 S.W.
109.6 T
98.1%
5 N.W.
P 109.7
98.2%
Soil Description:
Gray SandwithTraces -of.Clay-
In Place Moisture:
10.9 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
111.7
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meet`-'N*11111111111///
Minimum Requirement `�.�
for Unstaked Foundati.,. � r'�1GEN$F ._Ij1
Respectfully Submitted
Dlgifa!!y No.68366
sigri-a 6y
JUileiler STATE OF
N Date: �F
�Kamee�.m.re,a �
n a mm 2021.11.'Y��NAL
/1/1111110,
113.0 1 I
I I I I I
I
W
I I
I I I I I
I
H111.0 ..�.._
I._..L.. .._.I.—.. ..J.._.
I
T I
I I I I I
I
110.0 .L..4-
..-4..-4_..j_..
.._.
P I I
I I I I
I
C 109.0-I•—..�.._.�.
I
..�..�..—.�.—..�..�.._.
I
F 108.0
1— I
I I I I
_..—.._..—.._.._---.._.
I I I I I
I
I
107-0 .. ,.._�.—..�
.. �.._.�.—..� ..
�.._.
D I
I I I I I
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.
11:21:24
-05'OQ'
Julie E. Keller, P.E. President
PE #-68366 11/19/2021
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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