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BORING NO.
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DATE: BEGIN ,/,:5 -'7/
JOB NO.
1&3 it37
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LOCATION
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ELEVATION OF HOLE
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MANUFACTURER'S DESIGNATION OF DRILL RIG
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GROUNDWATER: DEPTH ,'i"ft., ELEV.
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WEATHER
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IMATERIA
COLOR
TYPE
CONSIS-
TENCY
SECONDARY
lTUENTS
STRUCTURAL FEATURES
AND COMMENTS
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Project
Disposal Area B, Channel to Victoria near Seadrin, Texas
SUMMARY OF LABORATORY TEST RESULTS
\
Boring No.
\...OnJraCI [\10.
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r-u-uuu I
UfJllvery uruer I... U. vv I"
SPT
Dry
Wet
Depth
pp
Blows
Visual
USC
Me
Unit
Unit
LL
S#
(I t)
(t
5
I)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pel)
(pel)
1
0.2
3.00
Dark gray,Cla.y,Very stiff,Sandy
CL
15.0
2
2-4
3.00
Dar~
gray,Cl,ay,Very stiff,Sandy,w/sand seams
CL
12.4
3
4.6
4.5+
Dark graY,Clay,Hard,Sandy
CL
8,1
110,8
119,8
32
4
6.8
4.5,
Yellowish brown,Clay,Hard,Sandy
CL'
8,8
"
8,5-10
13
Yellowish brown,Sand,Medium dense,Clayey
~
6
13.5.15
16
Yellowish brown,Sand,Medium dense,Silty
SM
7
18.5-20
30
Yellowish brown,Sand,Dense,w/silt
pP.SM
.
8
23,5-25
26
Yellowish brown,Sand,Medium dense,Silty
SM
•
------ -------
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--
S #
:
Sample Number, P P : Pocket Penetrometer Reading. USC: Unified Soil C,lassification, Me: Moisture Content
q u : Unconfined Compressive Sirenglh, W 0 H : Weight
01
hammer, WOP: Weight
01
pipe
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Mechanlca.1 Analysis
Torvane
PL
% PassinQ'
.•..
Shear
qu
(%)
Strength
(tsl)
#4
#10 #40 #100
#200
(lsI)
'.
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.
16
100,0 99,7 99,4
51.4
2.80
.
100,0
t
00,0 99,9
.
25.9
,
.'.
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100,0
100,0 99,9
5,9
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"OB NO.
14G475
DATE
5/30/91
PROJECT
DISPOSAL
AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
'-.-~\
Bl :):NG NO.
90-200
SPECIMEN NO.
CLASSIFICATION
1
SAMPLE NO.
3
DEPTH
Dark gray, clay, hard, sandy
Tare No.
Tare plus wet Specimen
Tare plus Dry Specimen
water Weight
Tare weight
wet Specimen
Dry Specimen
water content
P-22
489.34
455.92
33.42
42.78
1101.00
1018.60
8.09
specific Gravity of Solids
LL = 32
PL = 16
gm
gm
gm
gm
gm
gm
%
PI =
Height
Average Diameter
Initial Area
Volume
Volume of Solids
Void Ratio
Saturation
Dry Density
16
Proving Ring No. 10170
Proving Ring Constant, K =
Elapsed
Dial
Cumulative Proving Ring
Axial Axial
Time
Reading
Change
Dial Reading Load
strain
lin.
0.001"
in.
lb
_~J
____
-------
---------- ------------
----- ------
• 0
o .
.000
.0
.0
.000
. 3
10.
.010
-23.0
17.6
.002
. 5
20 •
.020
43.0
32.9
.004
.7
30.
.030
73.0
55.9
.005
.9
40.
.040
122.0
93.5
.007
1.2
50.
.050
190.0
145.5
.009
1.5
60.
.060
236.0
180.8
.011
1.9
80.
.080
309.0
236.7
.014
2.0
90.
.090
321.0
245.9
.016
2.1
98.
.098
325.0
248.9
.018
2.2
100.
.100
320.0
245.1
.018
4-6 ft
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
%
110.3 lb/cu ft
.766 lbs/div.
Area
Compr.
Carr.
Stress
sq in.
tsf
------
------
6.29
.000
6.30
.201
6.31
.376
6.32
.637
6.34
1.062
6.35
1.651
6.36
2.047
6.38
2.671
6.39
2.769_
6.40
2.800
6.40
2.756
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