HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTDE o32ots *rrIL X
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KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR IN (772) 337-7755 I? O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 61) 845-8876 ST. LUCIE (772) 229-9093
C.A.: 693 E-Mail: KSM�KSMENGINEERING.NET FAX (772) 589-6469
12CANNED
BY I SOIL COMPACTION REPORT
St'iLUO@(ODan ASTM D 1667 and ASTM D 2922
D TE TESTED NoygeMber 28, 2018 KSM JOB # : 184086-1 d/MH/cv
P RMIT # C18-_080008
CONTRACTOR Homecrete Homes
B LOCATION 9502 Poinciana Court
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
EST LOCATION
OF SAMPLE
DEPTH * PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1.'
N.E.
0" - 12" 56
116.9
117.0
99.9
2.
' S. E.
it 51
114.3
it97.7
3.
Center
54
114.5
of
97.9
4.,
N.W.
56
116.5
99.6
5.
S.W.
-_52
112.4
96.1
Soil
Description:
Brown
Sand with
Sh
II Fragments
In
lane Moisture:
4.
Percent
O timum Moisture:
11 0 Percent
M c Dry Density:
,it.0 P.C.F.
est Locations The
DE nsity & Penetrometer
RE adings Indicate the
DE gree of Compaction Meets
Mi its sLifte i.for
'i►°t. ce`rf�o Natural Grade.
:R+p ted
1
1 • �
•
W 118.0 -
E I
G ,
H 117.0 r—.._..L.._..L.._ _..L.._..L.._ ...
T
116.0 �.._..�.: �.._..�.._. _..�.._...
c I
115.0 1--..�..L_.._..L.._..�-.._..L.. _...
D
R
Y I I I I I
114.0—..�..�..�..�.._..�.._..r ..�..�.._..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
'Mecretehomes.com
,fill 11110 Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 1 Julie E. Keller, P.E.: 68366