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Phone: 772-589-0712
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
October 19, 2021
2106-0296
R & E Loader
4005 Avenue T
Fort Pierce, Florida
KSM JOB #: 218593-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Compacted Foundation Fill - 1st and 2nd Lifts
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0" - 12" 40
107.1 110.3
97.1%
2 Center
11 11108.6
1198.5%
3 S.E.
I I 11107.2
1197.2%
4 S.W.
12" - 24" 11108.1
1198.0%
5 N.E.
I I 11108.3
1198.2%
Soil Description:
Brown Sand
In Place Moisture:
10.0 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
110.3
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Digitally
signed by
ihle Item has been electronically signed and Julie Keller
sealed by tulle Keller, P.E. FL Li
the tlate rt-d d,-1y to the right using a
dlgitaleign Date: Printed mple,d of Mls document are not
nzldemd signed and sealed and the
slgnat——tbe—,fiedonanyelecnonic 2021.10.20
npiez.
13:13:44
—04'00'
Julie E. Keller, P.E. President
PE# 68366 10/20/2021
Email to: mcarthuresther@bellsouth.net
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106.0 -I
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F 105.0..�.._.�_..t.._�._..r..�.._.�_..�
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.
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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