HomeMy WebLinkAboutKSM DISAPPROVED� v� � FILL:` COPY
DI APPROV6")j1vjL
CELLESCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
AARTIN (77 337-7755 P.O. BOX 78_1377, SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
'ALM BEAU (561) 845-7445 ( 321
www.ksmengineering.net MELBOURNE ) 768-8488
=AX (561) 84 -8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
,.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE T STED June 27, 2018 SCANNED KSM JOB # 181969-2d/MH/jt
i
PERMIT' BY
St. Lucia County RECEIVED
CONTPJ,CTOR J.C. and Son's Homebuilders
OCT 17 Z018
JOB LO ATION 8285 Spicebush Terrace
Port St Lucie, Florida
ST. Lucie County, Pere IEVrlg
ITEM TE
TED Compacted Foundation Fill
TEST
OCATION
*
PEN
DRY MAX. DRY PERCENT
OF
.DEPTH
AMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12"
50
106.2 110.0 96.5
2. N.W.
50
106.3 it96.6
3. Centel
50
106.9 of97.2
4. S.E.
It50
106.0 96.4
5. N.E.
150
108.1 98.2
Soil Desch
iption:
Light Bro
�' n Sand
111.0 -
i
w
I I I I I
In Place
oisture:
E
I I I I I
6.0 Percent
G
I I I I I
H
110.0
Optimum
oisture:
T
! I I I I
11.0 Perc'
nt
I I I
P109.0
f
1_. _.l_.._1._.._I. _..J.
Max. Dry
ensity:
C
I I I I I
110.0 P.
F.
@ Test L
(cations The
F
108.0
Density &
enetrometer
I
Readings
ndicate the
I ! I I I
De 'b
[�
%
6"Mu ction
,.��i�l�ulred for
R
Y
I I I I I
107.0--.._.,_.._.�_.._,._.._,.._..�.._..�
8 9 10 11 12 13 14
hda�orr,,
14n. Re'
_'�1ixlAs Take" to Natural Grade.
Moisture - % of Dry weight
D,psihomebuilders.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366