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TED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
Zy 1 t ENGINEERING PO Box 78-1137770
%Am &m-J AVL AND TFSTING Sebastian, FL. 329780
Phone: 772-589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
J4416, 2020
KSM J"
20266Wd/DJ/jo
2005-0202
NUC #
404
Adams Homes
Nuc Model:
MC-1 Elite
5360 Vespera Stre•
Nuc Seri
31404
Lot 25, Block 5, Waterstone
Fort Pierce, Florida
Compacted Foundation Fill
TEST LOCATION D PEN DRY MAX. DRY PERCENT
OF SAMPI-fie M READ DENSITY PROCTOR VALUE (P.C.F) 0 COMPACTIONS
01. N.W. 00" - 12"
W2. N.E. "
03. Center
04. S.E0
405. S.W.
Soil Description: • •
•Brown Sand with traces
Hof Shragm(ts
Oln Pla Moist e:
0
Proctor Optimum Moisture:
012.6%0 •
�•• •
m
m
0PCOC or Max. Dry Density: P.C.F.
9110.1
4P@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
♦������''. E.
♦� .' �:
•
40+ 105.7 110.1
96.0%0
" 107.2
97.4%
" 105.2
95.5%
" 106.1
96.4%
" 108.4
98.5%
112.0
W
E
I I I I I I
G
111.0 �.._i._..
i .._.i _..i.._..i_.._i.._...
H
T
110.0 �.._�._..1..�.�._
.. I.. �.I�..�I� ...
P
I� Ole 0I0
C
I
I I �I I I� I•
109.0—.._I.—..a
.._.i_..�.._.. _.._I.._...
F
I I I I �I �I•
D
108.0 i
_I._.. fi.._.I._..-f.._..I_.._I.._...
�A
R
I I I I I�
Y107.0
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 compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
APE ##'6836� ; .. 6/17/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
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