c
(
LOG OF BORING and TEST RESULTS
BORING 87-132
U.S.
MARITIME ADMINISTRATION
RESERVE FLEET HARBOR
BEAUMONT,
TEXAS
.z
~
m
25
a:
ffi
1,1.
~
~
ti::
U~DRAI~~SS~EAARS~:RE~~TH
~ ~
PL
co~~~n
LL
~
00
G
::-
0
.......
I-
%
r-.
...---:,..-...
-Iffi
t:; .....
+--e--+
0.7
~
G IDL-_s_UR_F_A_CE__a__
~(~-_27_,_-5~
.'_'____________-4__
m_Q.-4____
~0~,~5~--~1~,O~--~1~,~5----~~-x~~4TO~8~0~12~~~6~0~---1
I------ .2'\
VERY SOFT TO FIRM GRAY TO BLACK CLAY
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j
!
Ii
I
64
:
"
'
ICHI
WITH ORGANIC MATERIAL AND SANa
I
t
~,
'
"
"10~
t:=~
POCKETS
,t~-+--__i_--+_-_l30
-tt-!-t
,1
I
I
L
:
89
f-- " '\
-BECOMES STIFF LIGHT SRAY CLAY ICHI
Ill'
,
,
I
i
r-..'\
SILTSTONES, ORGANICS AND SAND POCKETS
_
58
+
~
+i
1--~0
$
I.-I
t
20
~
f----+
I'
.........
*--;-1----+---1 B5
,! 1 i I
t=(\:
'26'
I--....!!!.~$~!
__
*_*.:.,.'__+-I_-l101.J.!
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~
:.::.:.
OENSE TO VERY DENSE LIGHT GRAY MEDIUM TO
50/9-
I!
II
I:
,I
i
30 :.:::'.
FINE SAND ISPI; SILTV ISMI TO 27.5'
I
-
...... I
50/8'
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ii,
,I,
==
-
:t~:{:
:.::.:. I
REF/4-
~
i
40 ...:....
={:;'
_
.......
-
:.::.:.
'50,S'
STIFF GRAY CLAY
(CHl
WITH OCCASIONAL
SILT POCKETS AND ORGANIC MATERIAL
REF/3'
REF/3'
109
54
29
1251
(51
14 )
50~
f----r0
f----~
'\
~~
15B'1
STIFF
TO VERY STIFF LIGHT GRAY SANDY!
'~I
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I.!' i
~
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!
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I
;
i
I-----i-....!!!!L--'--...-'----l
53 +-6-+
I
79
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ei
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t
I--~
f--
70~
!
I-
I-
i-
,80
f--
f--
i-
f--
90
i-
i-
f--
f--
CLAY
c' '63'1
~M=DIUM
DENSE LIGHT GRAY SILTY MEDIUM TO
~
I
\FINE SAND
ISMI
WITH OCC, CLAY
POC~~~,
I
~
TIF~F
TO VERY STIFF GRAY CLAY
(C~~
:lITH
DeCAS.
ORGANIC MATERIAL AND SAND
POCKETS
------ -----
171')
I
3B
--;r
: 0
I
102'!j
!!
t::==!:==±==±:==::l
I"
1441
, 1
& I
: iii
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1
-
t-fli11 i
40
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1-+--!l~-L
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!
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Date Started: 08/05/87
Date Completed: 08/05/87
Weather: HOT. WINDY
LEGEND AND NOTES
e
POCKET PENETROMETER
A
TORVA,NE
Water Depth: 29 • AT 0630 HRS ON 08/05/87
Completion Depth:
71' BELOW MUDLINE
Driller:
MOONEY
Technician:
HAOA
Drill Rig:
FAILING 750 TRUCK-MOUNTED
Sampling:
3' THIN-WALLED TUBE AND 2" SPLIT-BARREL SAMPLER
Casing Required: 55 • FROM BARGE DECK
•
UNCONFINED COMPRESSION
•
MINIATURE VANE
(~RESIDUAL
VALUE}
.. UNCONSOLIDATED-UNDRAINED TRIAXIAL
Open Symbols DeSignate Remolded Testa
LL - LIGUID LIMIT
PL - PLASTIC LIMIT
PI - PLASTICITY INDEX
-200 - S PASSING '200 SIEVE
•
(
I
SUMMARY OF
TEST RESULTS
U.
S. MARITIME ADMINISTRATION
RESERVE
FLEET
HARBOR
BEAUMONT,
TEXAS
BORING
SAMPLE
SAMPLE
VISUAL
CLASSIFICATION
MC
UDW
LL
PL
PI
GRADATION,
PERCENT
SU
NUMBER
NUMBER
INTERVAL
(%)
(PCF)
PASSING SIEVE NO.
(KSF)
(FEET )
4
10
40
100 200
87.132
30
2.0-3.5 VERY SOFT DARK GRAY AND BLACK ORGANIC
85
102 38
64
CLAY
(CH)
WITH
ORGANIC MATERIAL
AND
SAND
POCKETS
87-132
6D
6.0-8.0 VERY SOFT GRAY AND DARK GRAY ORGANIC
160
123 34
89
CLAY
CH)
WITH
ORGANIC
MATERIAL
AND
SAND
POCKETS ANO PARTINGS
87.132
70
9.5 VERY SOFT BLACK AND DARK GRAY ORGANIC
160
30
0.02
CLAY WITH ORGANIC MATERIAL
87-132
110
12-14.0 STIFF GRAY AND LIGHT GRAY CLAY (CH) WITH 75
58
146 37
109
0.84
ORGANIC MATERIAL
87.132
13Q
14-16.0 STIFF GRAY CLAY WITH ORGANIC MATERIAL
94
87.132
150
16-18.0
STIFF GRAY CLAY WITH OCCASIONAL SILT
40
I
STONES
,
87.132
170
18.20.0 STIFF LIGHT GREENISH GRAY CLAY (CH) WITH 36
85
77
23
54
1.32
OCCASIONAL ORGANIC MATERIAL
87-132
190
20-22.0
STIFF LIGHT GREENISH GRAY CLAY WITH
44
OCCASIONAL ORGANIC MATERIAL
87.132
21Q
22.24.0 STIFF LIGHT GREENISH GRAY CLAY WITH
37
OCCASIONAL
SAND
POCKETS AND
FERROUS
DEPOSITS
87-132
220
25.0
LIGHT GREENISH GRAY SANDY CLAY (CL) WITH 24
101
45
16
29
0.69
SAND
POCKETS AND
OCCASIONAL ORGANIC
MATERIAL
87-132
24J
26.27.5 LIGHT GREENISH GRAY SILTY FINE SAND
(SM)
100
100 100
63
25
87-132
26J
36.36.5
LIGHT BROWNISH GRAY FINE SAND (SP)
100 100 99
12
5
87.132
28J
46.46.5 LIGHT BROWNISH GRAY MEOIUM TO FINE SAND
100 100 70
7
4
(SP)
87.132
300
51-53.0
STIFF OLIVE GRAY CLAY WITH ORGANIC
49
MATERIAL
87. 132
340
55.57.0
STIFF DARK GRAY ORGANIC CLAY (CH) WITH
80
53
118 38
79
1.42
ORGANIC MATERIAL
87-132
36Q
57-59.0
STIFF GRAY SANDY CLAY WITH ORGANIC
26
MATERIAL
87.132
380
59-61.0
FIRM LIGHT GREENISH GRAY SANDY CLAY WITH 23