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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
September 7, 2021 KSM JOB #:
217119-1d/MM/jam
NUC #
4590
PERMIT #:
2106-0271
Nuc Model:
Troxler 4590
Nuc Serial #:
79187
CONTRACTOR:
James Trefelner Moisture Probe Model #:
6760
JOB LOCATION:
10610 Pine Needle Drive Moisture Probe Serial #:
079097
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.W.
0" - 12" 15+ D 116.2 118.8
97.8%
2 N.W.
11 11117.9 1199.2%
3 Center
11 11118.5 1199.7%
4 N.E.
I I 11118.2 1199.5%
5 S.E.
I I 11117.7 1199.1%
Soil Description:
Brown Sand with Clay
In Place Moisture:
9.1%
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
118.8
@ 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 electronically signed and Julie Keller
aled by Julie Keller, P.E. FI. Lic. 68366 on
the date stated directly to the right using a
Date:
digitature.
Printe,dd,copies of this tlocument are not
nsidered slgned and sealed and the
signas. ture mus[be verified on anyeleRronic 2021.09.08
rople
11:15:17
-04'00'
Julie E. Keller, P.E. President
120.0
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H 118.0
T I I I I I
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P I I I I I I
C 116.0 -4 .1 — _I._..l..--4.._.I_.._
I I I I I I I I
F 115.0 �.._ :_..t.._I._..r..y.._.I_.._
I I I I I I
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.—1.._.i_.._
D
I I I I I I I
F: 113.0..�.._.i_..t.._�._..r..�.._.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.
PE# 68366 9/8/2021
Email to: planreview@stlucieco.org• permits@stlucieco.org
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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