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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:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
October 28, 2021
2106-0296
R & E Loader
4005 Avenue T
Fort Pierce, Florida
KSM JOB #: 218593-2d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Compacted Foundation Fill - 3rd/Final Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 40
106.9 110.3
96.9%
2 S.E.
1
107.4 "
97.4%
3 Center
1
107.1
97.1%
4 S.W.
1
108.0
97.9%
5 N.W.
1
107.6
97.6%
Soil Description:
Brown Sand
In Place Moisture:
9.4 %
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 Sub 1p tted:
9 y
signed by
This item has been electronically signed and Julie Keller
sealel by Julie Keller, P.E. EI. Lic. 68366 on
the date stated directly to the right using a
digital signature. Date:
Printed copies of this document are not
nsidered signed and sealed and the
=gnat'remortbe"ritiedonanyelectronic 2021.10.29
copies.
12:48:23
-04'00'
Julie E. Keller, P.E. President
PE# 68366 10/29/2021
Email to: mcarthuresther@bellsouth.net
112.0
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� � I I I I I
H110.0 4-.. -.._.�_.. I ..—
T I I I I I I
109.0
P I I I I I I
C 108.0 T—..�.._. +.._1._..�..�.._. _.._
F 107.0 _.I_.. fi.._1._..r..y.._.1_.._
I I I I I I I
106.0 -I I_..T.._I._..F..-I.._.i_.._
D I
I I I I I I I
F 105.0..�.._.�_..t.._�._..r..�.._.�_..�
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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