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&J jVL AND TESTING
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
August 31, 2021
KSM JOB #: 216917-1d/MH/jam
NUC # 630
PERMIT #:
2104-0606
Nuc
Model: MC-IDR-P
Nuc
Serial #: 30630
CONTRACTOR:
R & E Loader Service
JOB LOCATION:
5116 Silver Oak Drive
Indian River Estates
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
- 1st & 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
(P.C.F) COMPACTION
1 N.E.
0" - 1211 50
108.1 109.6
98.6%
2 S.E.
I I 11108.3
1198.8%
3 Center
I I 11107.9
1198.4%
4 N.W.
I I 11108.0
1198.5%
5 S.W.
I I 11108.0
1198.5%
6 N.E.
12" - 24" 11108.1
1198.6%
7 S.E.
I I 11107.9
1198.4%
8 Center
I I 11108.2
1198.7%
9 N.W.
I I 11108.0
1198.5%
10 S.W.
I I 11108.8
1199.3%
Soil Description:
Brown/Gray Sand
In Place Moisture:
6.9 %
Proctor Optimum Moisture:
10.0 %
Proctor Max. Dry Density: P.C.F.
109.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
This Item has been electronically signed and
aled by Julie Keller, P.E. FI. Lic.68366-
the date stated directly t, the right using a
digital signature.
Printed copies bf this document are not
nsi dered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally signed
by Julie Keller
Date:
w 111.0 I I I I I I I
E J-.. �..-.�.-.. ..-�..-.-.. ..-�.-..
I 110.0 .
G I I I I I I I
H 109.0 �..�..-.I.-..�..- .-.1-. -I.-..
T I I I I I I I
P 108.0 �..-.i.-.. _i..-.�-..�. -i.-..
C 107.0 J-.. �..-.�. .._�..-. -.. ..-,.-..
I I I I I I I
F 106.0 �..-4-..4-.._1..-.1-..+..-1.-..
I I I I I I I I
p 105.0 -1..-.i-..T- I-..T. I'-..
Y 104.0 �.. �..-.�.-.. .._�..-.-.. ..-�.-..,
5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
2021.09.01 Disclaimer: Contractor is responsible to maintain the tested area in the
13:36:01-04'00' 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.
Julie E. Keller, P.E. President
PE# 68366 9/1/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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