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Sebastian, FL. 32978
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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:
November 18, 2021
2106-0296
R & E Loader
4005 Avenue T
Fort Pierce, Florida
KSM JOB #: 218593-3d/BS/jam
NUC # 456
Nuc Model: MC-1 Elite
Nuc Serial #: 31456
ITEM TESTED:
Compacted Foundation Fill - Retest - Pad Moved
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 40
107.3 110.3
97.3%
2 Center
I I 11106.5
1196.6%
3 S.W.
I I 11106.1
1196.2%
4 S.E.
12" - 24" 11107.7
1197.6%
5 N.W.
I I 11106.7
1196.7%
Soil Description:
Brown Sand
In Place Moisture:
10.2 %
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
Thls Item has been el--n—Ily signed and Julie Keller
sealed by tulle Keller, P.E. H Lic. 68366 on
the date stated dl rectly to the right using a
digital signature. Date:
Printed copies of this document are not
=lsidered signed n ad sealed and
gnnatoremustbeverlfiedonanyeleamnkthe
2021.11.19
opies
11:19:55
-05'00'
Julie E. Keller, P.E. President
PE# 68366 11/19/2021
Email to: mcarthuresther@bellsouth.net
112.0
W I I I I I I I
E111.0 L..�.._.I ,_..T.._I.._..�..�.._.,_.._
� � 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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