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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:
June 30, 2021
2104-0788
Adams Homes
5379 Lugo Street
Waterstone
Fort Pierce, Florida
KSM JOB #: 214905-1d/JM/ah
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0" - 12" 15D
114.0
114.6
99.5%
2 N.E.
" 15D
112.9
It98.5%
3 Center
" 15D
113.8
99.3%
4 S.E.
" 15D
113.2
98.8%
5 S.W.
" 15D
114.3
99.7%
Soil Description:
Shelled Tan Sand with
Some Clay
In Place Moisture:
13.2%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
114.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
This item has been ele ironically signed and
sealed by Bryan E. Dahlke, PE El. Ul . 81439
m the date stated directly to the right using
a digital signature.
Printed copies of this documents--
ocuments are not
nsidered signed and sealed and the
signature must be verified -any electronic
�.P' .
116.0 I I I I I I I
W I I I I I I I
E 115.0 L..�.._.,_..�.._r._..`..�.._.,_.._
I
H114.0 -I—.. �.._.�_.. .._ ._..� �.._.�_.._
T I I I I I I
113.0..J.._.I_..
P I I I I I I
C 112.0 - ..�.._.I +.._l._..�..-4 _.._
I I I I I I I
110.0
D —I I_..T.._I._..r..�.._.i_.._
I I I I I I I
R 109.0—..�.._.o_..t.._�._..�..�.._.i_..�
Y 8 9 10 11 12 13 14 15 16
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
Digitally signed by compaction test. KSM is not responsible if the tested area has
Bryan E Dahlke been altered from the approved inspected condition.
Date: 2021.07.01
13:14:11-04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 7/1/2021
Email to: St. Lucie County Building Department; Gene.Torrance@adamshomes.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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