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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 11, 2021
Robert Spowart
12375 Lear Place
Port St. Lucie, Florida
KSM JOB #: 218338-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Metal Building Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E.
0" - 12" 45
109.4 111.1
98.5%
2 S.W.
1
110.9 "
99.8%
3 Center
1
109.8 "
98.8%
4 N.W.
1
110.5 "
99.5%
5 N.E.
1
110.8 "
99.7%
Soil Description:
Brown Sand with Traces of Shell Fragments
In Place Moisture:
10.1 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
111.1
113.0
W I I I I I I I
E112.0 L..�.._.._..�.._.._..�..�.._.,_.._
�
H11.0 �.. �.._.�_.. I .. �.._.�_.._
T I I I I I I
110.0
P I I I I I I
-109.0 '-4."_.I_. ""_I"_""�..-4
C
I
@ Test Locations the Density &
F1080
Penetrometer readings indicate the
I I I I I I
Degree of Compaction Meets
I
107.0 �—
Minimum Requirement
D I I T I"
for Unstaked Foundation
I I I I I I I
R106.0..�.._.�_..t.._�._..r..�.._.�_..�
Respectfully Submitted:
Y 7 8 9 10 11 12 13 14 15
Digitally
Moisture - % of Dry Weight
signed by
This item has bee°ele<h°n` I I signed and Julie Keller
Disclaimer: Contractor is responsible to maintain the tested area
sealetl by Julie Keller, P.E. FL LI=. 68366 on
tlatestateddire=dyt°theright°singa
in the condition that KSM completed the indicated passed
digitalslg^at�,e. Date: Printed<epies p(thlsd°<°meptate^pt
compaction test. KSM is not responsible if the tested area has
sonsid—d signed and sealed and the
gna`°,em°=`be"edited°nanyeletr°ni= 2021 .1 0.1 2
< pies.
been altered from the approved inspected condition.
12:42:10
-04'00'
Julie E. Keller, P.E. President
PE# 68366 10/12/2021
Email to: jbobcat1999@att.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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