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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTMD 1557 and ASTM D 61338
KSMengineering.net
REVISED: PERMIT REVISED
July 28, 2021
DATE TESTED:
July 27, 2021
KSM JOB #: 21S807-1d/BS/jam
NUC # 528
PERMIT#: 20120706 Nuc Model:
MC-IDR-P
CONTRACTOR: Wynne Nuc Serial #: MD049528
JOB -LOCATION: 14264 ZorzaI Ave
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill for Mobile Home
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1
S.W.
0" - 12" 45
107.5 108.7
98.9%
2
N.W.
40
105.6
97.1%
3
Center
45
107.2
98.6%
4
N.E.
45
106.9
98.3%
5
S.E.
45
107.7
991%
Soil Description:
Brown Sand
In Place Moisture:
10.8%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
108.7
110.0 I I I I I I I
W I 1 I I I I I I
E 109.0 .. �.._.� _..� .. �.._.._.. ..i.._.
rGl 108.0-.�.._L_..L.. .._.l_. L..J.._.
T I I I I I I I
107.0 J-..�.._.1._.. ..�..--{--.�. �..-.
P I I I I I I I I
C 106.0 t- rt- --- - t- -1--- r-- 1--l-11--1
@ Test Locations the Density & 105 0 l I I I I I I I
Penetrometer readings indicate the F T I I I I I I I
Degree of Compaction Meets 104.0
Minimum Requirement D I I I I I I I I
for Staked Foundation R 103.o 4-!•.4--4---� -
Re VQ1lVt6"'tted: y 7 8 9 10 11 12 13 14 15
```syPN E Dg y< * Digitally Moisture - % of Dry Weight
�Q''--' I,IGEHSF•'-.�"� signed by
No. 81439 - _ Bryan E Disclaimer: Contractor is responsible to maintain the tested area
Dahlke in the condition that KSM completed the indicated passed
_00 Date: compaction test. KSM is not responsible if the tested area has
STATE OF ((�1 2021.07.28 been altered from the approved inspected condition.
FGORIDP 16:25:40
DNAL E�G��-04'00'
BrYANIFIA41li E. V.P. of Engineering
PE # 81439 7/28/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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