I
.1.....
< •• ;
C h
a
11
TI
e ito La <? 1.1 ,n
i
a
LOG OF BORING
NO.
3
5 T - "
~
~
r
~
o
TyP":5
"
Sh.elby
Tllbe
LOCATION:
:il
~
I~
2
•
1:;
!
POCKET- PEt£TROMET[A' 'TONS
I-
SQ. FT.
t
~I-'
8
t-
ffi.1o.:
0,5
1.0
1.5
2.Q
2.'
3.0
,"2:
Q.
It:a
9
"
f/I
i
0
~
....
PLASTIC
LIMIT
CONT[NT,'"
WATlfiI
_
_
LIQUID!i
LIMIT'
r;;,
~...J
+_..... _.: ___________• ____ ..:,. ___
~
_____
_
+
;::
DESCRIPTION OF MATERIAL
SURF
EL'
10
.0
i l l
60 .
I
I r
-T'
I
I
I
I
Water
-1......
I'
..
. I
I
+'"':""".
'4-1.6
G~ayClay
,V/s,,{t
L.S =
,q.o
0-
0-/00
~
J--j!Z'O
.1.
Tan
Sandy Clay)
Vi
Stiff '.
I
C)..:
o -
J2.~G8
0<-
T8n
S'lfy
Sand
[;.5.=
/,0
'V
l
tV
0-61'-33
~
\
----:--
I /-
@)
.... :'.--.-r
3:5
TaTI
SarJC!y
Clay}
w/Cal
Nod
-
----1-
+
o I
/I
I
V•
I
~~
-L,ShH
.{J",'
~.~--~--~~}t----1~~-t~--~~~l--=.-J
:~l
©
l.S" 10.0
0- 23-77.<,
I
I... ....
I..
3.
25
w
;
.0
1
'"
wi
S,""j
""
7 t '
'
...,,"
_
OTie
Nod
,0
~
~~~~~~~~:::~::~~--
__
~~~~:::t:::j1
~·I.:==t=::u==±=--+-----t----·J"'j·
~.
.
G;/y~a~I:lyedy
5,,,, ",.
~.5,-'d
--+
I-l
5.~5.o
Il)r
,,0 _
,............
\')
~
0
.~'"
ION DEP'H
'12
.0
<i'<df
-anayCf"Y
.~-;-J"""'.
o.
i~O-3~~~-f-l-=:..===-=
0.4-.5
!DATE
O!t'l
ec
2.
Ha"
(
W1Cd/}/D9
,'\!.,
__
AT
.
..
I
I
I
I
SWN 2 6
"'."
ZZ AUG 6Z'
,,,,.
_DEPARJMENT OF THE
ARMY
DIVISICIII
SOU
thwe stern
IISTALLATIOI
Galv Dlst, Eng Dlv
DR ILLI NG
LOG
18' TOTAL CORE
BORING (S)
CLASSIFICATION OF MATERIALS
("••er
ipt i.lt)
0.0 b1.oj
I Water
Clay,
gray
Weight - 2 rods and a
very soft
Clay,
tan to 27.0
Clay, very sandy,
gray
to 27.5
very stiff
Material in layers
27.5 130.0j
ISame as above to 28.5
Clay, very sandy tan3 ('. C
to 30.0, hard
30.0
~2.~
I Clay, sandy,
tan
30.0 to 30.5 no count
30.5 to 31.0
12 count
31.0 to 31.5
12 count
31.5 to 32.0
trap sample
32.0 134.G-l
I Clay, sandy, w/calc nod,
tan, very stiff
36.0
~8.~
I Clay,
sandy w/calc nod,
tan, very stiff
38.0
~O.~
I Clay,
sandy, w/calc nod,
tan, very stiff
40.0 /+2.
<Ti
I Clay, sandy, w/calc nod,
tan, very stiff
42.0 /+4.v1
I Clay, sandy, w/calc nod,
tan, very stiff
44.0 /+6.
(jj
IClay, sandy, w/large calc
nod and sandstone nod,
tan to 45.0
gray to 46.0,
very stiff
46.0 /+8.a::l
IClay, very sandy w/calc
nod,
gray, very stiff
48.0 150;-a1
IClay, very sandy to 49.5
Sandy to 50.0
Gray, stiff
50.0
r52.~
IClay,
sandy w/calc nod,
gray, hard
Bottomed at 52.0
water at
21.0
Weight of hammer 140#
Dr£~ di~t~nce ~~"
*Note\ - L!ft stmn
no
0 sc e as colu
ENG FORM
1836
(EM 1110.1-1801)
PREVIOUS EDITION MAY BE USED
, MAR 61
TRANSLUCENT
UNTIL a:;:XHAUSTED.
