c.
LOG OF BORING and TEST RESULTS
BORINS 87-139
U.S. MARITIME ADMINISTRATION
RESERVE FLEET HARBOR
BEAUMONT,
TEXAS
10
I---
I---
I---
I---
20
I---
I-
I---
I---
30
I---
I---
I---
I---
40
I---
I--.l'..~
50
~
I-
I-
60
l-
I--
l-
I-
70
I---
I---
'so
~-
;:;:::.
I--- ...•
I---
I---
90
I--
I--
I--
I--
.:..:.0
SURFACE EL
-14.8
VERY SOFT SLACK AND GRAY CLAY
(CH)
WITH
ORGANIC MATERIAL
-WITH WOOD FRAGMENTS
(B,S')
LOOSE TO DENSE GRAY KEOIUM TO FINE SAND
(SP)
-WITH ORGANIC MATERIAL AT 23,S'
-WITH SOFT CLAY SEAM AT 33-34'
(44')
VERY STIFF TO HARD BRAY CLAY
(CH)
WITH
OCCASIONAL SAND POCKETS TO 47'
(53,S')
DENSE TO VERY DENSE SRAV SILTY FINE TO
FINE SAND
(SP-SM)
--~
UNDRAINED SHEAR STRENGTH
TONS PER SQ. FT.
0,5
1.0
1.5
13
~
1
I
9
~=i==~,==t=~
27
17
19
50
~u.
WATER
....
Q
~
PL
CONTENTS
LL
~
g
~I-
+--e--+
c..~
~'"
4080120160
-
.r-:'-i+
rr
~~;
+-1-t-:
B4
I
I
I-+-+-+--+~(
3 )
I-+-'--I-~~(
2)
J .
17
B9
*
50/10'1__+ __+-_+_---1
1-+-1_+-,'
+1_'--1.(3)
1
1
I
I
32
!'~
-T
I I
I
,.~
109 • ft.
i
1---+---'-1--+1.---.1.
07 .;
1+' I
50/6'
5::B'
I---+---.\-I
---1-
11
__
-I
I I
I
I I,
I
I I
50/6' 1---+--+---1-----1
i
!
30
50/6'01-__
+ __+ __
-1-__--1
I
50/6'
I-- _I -
_
-!-
-
1
I
I
[
34
40
(36)
(9)
(1B)
Date Started:
08/11/87
Weather:
HOT,
CLEAR
Date Completed:
OB/12/87
LEGEND AND NOTES
*
POCKET PENETROMETER
A
TORVANE
Water Depth:
16 ' AT 1225 HRS ON 08/11/87
Completion Depth:
84' BELOW MUDLINE
Driller:
WILLIAMS
Technician:
HALLIGAN
UNCONFINED COMPRESSION
MINIATURE VANE
(~RESIOUAL
VALUE)
•
Drill Rig:
FAILING 750 TRUCK-MOUNTED
UNCONSOLIOATED-uNORAINED TRIAXIAL
Sampling:
3' THIN-WALLED TUBE AND 2' SPLIT-BARREL SAMPLER
Casing Required: 55 • FROM BARGE DECK
:
Open Symbols Dssignate Remolded Tests
LL -
LIQUID LIMIT
PL -
PLASTIC LIMIT
PI - PLASTICITY INDEX
-200 - S PASSING .200 SIEVE
1
I
I
I
!
,
I
I
I
I
I
I
I
I
I
I
I
I
!
I
!
!
!
SUMMARY OF TEST
RESULTS
U.
S. MARITIME ADMINISTRATION
RESERVE
FLEET
HARBOR
BEAUMONT,
TEXAS
BORING
SAMPLE
SAMPLE
VISUAL
CLASSIFICATION
MC
UDW
NUMBER
NUMBER
INTERVAL
(%)
(PCF
(FEET)
87.139
lJ
0.2
VERY SOFT DARK GRAY ORGANIC CLAY (CH)
287
87.139
2J
2.4
VERY SOFT DARK GRAY AND GRAY ORGANIC
205
CLAY (CH)
87.139
3J
4.6
VERY SOFT DARK GRAY AND GRAY ORGANIC
147
CLAY (CH)
87.139 4J
6.5.8
DARK BROWN WOOD
87.139
6J
13.5.15
LI GHT GRAY FINE SAND
87.139
7J
18.5.20
LIGHT BROWNISH GRAY MEOIUM TO
FINE SAND
(SP) WITH ORGANIC MATERIAL
87.139
8J
23.5.25
LIGHT BROWNISH GRAY FINE
SAND
87.139
9J
28.5.30. LIGHT BROWNISH GRAY FINE SAND
(SP)
87.139
100
33.35
FIRM LIGHT GREENISH GRAY SILTY CLAY
(CL)
33
89
WITH
OCCASIONAL
SANO
POCKETS AND
A SAND
SEAM
87.139
12J
38.5.40
LIGHT BROWNISH GRAY MEDIUM TO FINE SAND
(SP) WITH A TRACE OF COARSE SAND
(
87.139
13J
43.5.45
LIGHT BROWNISH GRAY FINE SAND WITH
OCCASIONAL
GRAVEL AND
OCCASIONAL
CLAY
POCKETS
87.139
150
45.47
FIRM LIGHT GREENISH GRAY SANDY CLAY WITH 23
SAND
POCKETS AND
ORGANIC MATERIAL
87.139
180
47-49
HARD LIGHT GRAY SANDY CLAY (CH)
21
109
87.139
190
49.51
VERY STIFF LIGHT GREENISH GRAY CLAY WITH 26
SILTY SAND POCKETS
87.139
210
51.53
HARD LIGHT GRAY SANDY CLAY (CH)
21
107
87.139
23J
53.5.55
LIGHT GRAY SILTY FINE SAND
(SM)
87.139
24J
58.5.60
LIGHT GRAY SILTY FINE SAND
87.139
25J
63.5.65
LIGHT GRAY FINE SAND (Sp.SM), SLIGHTLY
SILTY
87.139
26J
68.5. 70
LIGHT GRAY SILTY FINE SAND
87.139
27J
73.5.75
LIGHT GRAY SILTY FINE SAND
(SM)