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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
December 17, 2021 KSM JOB #:
2110440-1d/MH/jam
PERMIT #:
2109-0609 NUC #
630
Nuc Model:
MC-IDR-P
CONTRACTOR:
Nuc Serial #:
Wynne Development
30630
JOB LOCATION:
12 El Portal
Port St. Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.W.
0" - 12" 50 112.1 115.5
97.1%
2 N.W.
IF " 112.3 „
97.2%
3 Center
IF 111.9
96.9%
4 S.E.
" 111.6
96.6%
5 N.E.
" 112.0
97.0%
Soil Description:
Brown Sand with Traces of Clay Fragments
In Place Moisture:
6.0%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
115.5
117.0 1 1 1 1 1 1 1 1
W
116.0 .. �..—�.—..� .. �..—.�.—..� .. �..—.
G
I I I I I I
H 115.0 ..�..— /-4
T114.0 L..44..-.PI113-0.r-..r..�-.-.
@ Test Locations the Density & I I I I I I I
F 112.0
Penetrometer readings indicate the I I I I I I I
Degree of Compaction Meets
Minimum Requirement p 111.0 I I I I I I I I
for Unstaked Foundation ��� �,.•'V10ENSE'•,� R
Respectfully Submit� d; Y 110.0 I- )- -I•.-.,
Ugtaliy No.68366 _ 6 7 8 9 10 11 12 13 14
SIgI1$Ci by ' * = Moisture - % of Dry Weight
Julig%derSTATE * �� Disclaimer: Contractor is responsible to maintain the tested area
u= w�wrexan.va a„r.saecs� OF � m:mm:ra,menecp m,x.,ar.,+wa:
o�e��,��e�,�,,,o,,,,�.,,��, Dat�,�F 'FCORID�;.•' `� in the condition that KSM completed the indicated passed
�CG�� compaction test. KSM is not responsible if the tested area has
2021.1 been altered from the a
E
/! 111I 111� pproved inspected condition.
14:30:00
Julie E. Keller, P.E. PreSAel I
PE # 68366 12/20/2021
Email to: dotty@wynnebc.com
Test reportshall not be reproduced, except in full, wRhout the written approval of KSM Engineering &Tearing
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