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L—J A
AND TESTING Sebastian, 589 2978
Orlando
IL
723 Progress Way SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771 ASTM D
1557 and ASTM D 6938 KSMengineefing.net
DATE TESTED: March 4, 2020
KSM JOB #:
201073-1d/DJAO
PERMIT#:
NUC #
404
CONTRACTOR: R & E Loader Service
Nuc Model:
MC-1 Elite
JOB LOCATION: 6004 Hickory Drive
Nuc Serial #:
31404
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill -1st and 2nd Lift
TEST LOCATION PEN
DRY MAX. DRY
PERCENT
OF SAMPLE DEPTH READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N.W. 12" - 24" 40+
111.1 113.3
98.1%
2. N.E. 40+
111.1
98.1%
3. Center 40+
114.5
101.1%
4. S.E. 0" -12" 40+
110.6
97.6%
5. S.W. 37
109.9
97.0%
Soil Description:
115.0
Brown Sand with Clay
E I I I I
I
In Place Moisture:
G 114.0
9.8%
H
I I I I
I
T
Proctor Optimum Moisture:
113.0
11.0%
P
I I I
�
I
•
Proctor Max. Dry Density: P.C.F.
C
I I I I
I
113.3
112.0—.._.i_..
.L_.._i._.. 1..
.. �.._..1
@ Test Locations the Density &
I I I I
I
Penetrometer readings indicate the
D 111.0
Degree of Compaction Meets
I I
I
Minimum Required
R
Y
I I I
I I I I
I
for Unstaked Foundation
110.0 �••—•i—••—••——?•—••—i••—••-:
• —• ,
8 9 10 11 12
13 14
Respectfully Submitted:
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
'4NCENSF.,c<,P completed the indicated, passed compaction test.
KSM is not responsible if the tested area has been
altered from�'k�. Fg Yee i p�149 07S i3c k
APR 6 - 2020
PE "XSVAL �-`,.•'' 3/5/2020
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