DRILLING LOG
a
b
c
0.0
3.5
5.0
10.0
10.0
19.
tern
3ST-l
pEG. PROM V
(Description)
Brown gray sand clay, med
Brown gray sand, fire on bottpm
gray sand
Gray fine sand
Gray brown fine sand
Sample was collected from
of chip auger, unable to
further w/hand auger
BOTTOMED
Water -2.4'
Caved in -4.9
ENG FORM
1836
1 APR 63
PREY IOUS 'EDITIONS MAY BE USED
(EM 1110-1-1801)
ERY
e
Hole No.
DESIGN
REMARKS
(Dri1lin~
time,
wElter.loss,
depth of
weatherjn~,
etc.,
if
significant)
Jar 1
Jar 2
Jar 3
Jar 4
HOLE NO.
Channel to Evadale
3ST-l
" .
.-" ..
----
.'-'~"'''-', "--~-'",'"---..
.
!
2.0
~
2.0
,
~
0'
w
0'
E:;
~
'"
,
,
/
~
~
w
",'
v
+'
CQ
"
1.0
tl,
"
v
;.0
.,
,
~
I
.,
"
v
w
til
,
"
,
,
'"
v
,
'"
CQ
0
/.0
~.O
Normal Stress,
o ,
T/B'l. f't
10
~
Test No.
/
.2
:3
,.,
Water content
W
'f,
%
%
%
I
0
~
SO
r<
•
Void ratio
e
,.,
0
'"
+'
t:l
-rl
'f,
'f,
'to
'f,
"
Saturation
S
w
H
0
W
0
Dry,~~nsitY
•
I/),Q
III
.G
Ib ell
f't
7d
10-;
,.,
0
Void ratio after
Ii
consolidation
e
50
c
Time for
50%,
t50
consolidation
min
/0
Water content
w
f
%
%
'f,
%
o.z,
r<
0./
0.2
•
"
Void ratio
ef
.~
Her1z Deformation,
in.
'"
Saturation
Sf
%
'f,
%
%
Actual time to
'
2<6(1
142'S'
.98()
Shear Values
failure, min.
tf
fNormal stress
0.5 /.0
Z.O
¢'
= .-;;;,").
38
T/B'l. f't
.
0
Maximum sh
TIs
(
O.
,=?):l
(). t..,Pl
tan ¢'
=
0.7/Q
stre~;th.
T Sq ft
T
/.-1-2..
c'
=
Q.n
Test
~e
(Check One)
o Controlled, stress
02J'Controlled,
st~a1n
Type of Specimen
~ _,,~
/ /.
/
3
in. Square
o.
75
in.
Thickness
Classification
r:f1"8
v'
,'i/
//v'
.
~,..Q
./
r(~'
,fP)
...:>...
(~,
'0~-
"
LL
/(/-,0
lPL
7
lpI
D10
Remarks
CoO'poHk
Project
.I!
~"'/,-,
p/
ve"..-
I
r
h,.:;>
/? .v/"" /
./.--7
h/
~
./:::>h~
.
Jd'J:.12/e
&?J//2
hck.r
::;:'2..
l.
- /
I
,?
Cr- 5'
Area
7
Boring No.
Sample No.
7::.-9/Y}O
/!i:'
A>,..~//ec/
Depth
5--"7(/
Date
Mr:J v' /9r::;c..
m,.
I
-:r./
r""'::-J
r
DiRECT SHEAR
T$T
RiPORT
/ /,'7.
..r1/JC7'
",I,"
ENG FORM
2092
PR.E.VIOUS
EOITIO~S
,J.(E OBSOLETE.
J~
C
3437
.1MAY6)
(TRANSLUCENT)
,
!
I
I:
I
I'
.
~
I
I
I-
I
I
,~
I
i
I
!
I
i
~
i
J
I
I
i
I
!
I
!
i
,
t.
I
r
I
i
I
I!
.. j
!
.1)..... \
~i.
'(jl!
\;.;.:
\\j'
'i;.
i
I
I
.,
"
'j
j}t;;i
~'I
.1X
\o..i
~:
'G;f':
SWG Form 267(C)
28
Jan
1965
,
;,
PROJECT:
.de
c;.~"",s'-·--LJRwl,-,~~e",,-,-r
_____
LOCATION: CO
ht1 VI
/1 £.1
P
.
£vcr'g
tt
Ie
,
TEST DATA SUMW..Ri.' \
1
ex:
.
~
r.<I
~g
~
.1
•
~
~~
~...,
H
•
0
...:I
~~
r.<I ....
en 4-<'
Z
:I!
0
"'I-<
E-<~
Z
•
...i
E-<
ClASSIFICATION
~
en
\:l~
"'-
r.<I
•
...:I
;)
'"
H
.en
enr.<l
CI u
•
.
r.<I
CI)
g!;l
:;J5
~~
...:I
'"
H
r.<I
CI
ELEVATION TOP BORING
8
Z.
"'r.<I
E-<...:I
0<:<>.
><
•
I-<
'"
en",
u
CI
.
,
,
::r-
f.
CJ
3"'"
~>/",)r7 ,5'~)o
c>'V
r':/;'>/
() -
3.S
leL
:i:B
f':'--
J--213~"
-.
S-
/".-,'0/0"/'7. ,::::>
(0,',/
/<f/./,/
r
).,.:)
""d
ISm
,"
2'1,"
,j
C
3
,t:;- }v
Of.
L;-
_..
j
9 .. 5"
I
iJ-'Y
Z4.
3-4
lie
'ICYl.
r,"l
.,
iIV,:cy
/"",...-
2.4 '
.
J:EI:
CCNSIsttNC't
COKESlVI'! SOILS
COOSIS'IENC't
COllESlomLSS SOILS
(1) Ton.-!Sq.Pt. Unconfined Caopnuive Sue"Sth
VS
S
It
ST
vsr
