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MANUFACTURER'S DESIGNATION OF DRILL RIG
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5"6
GROUNDWATER: DEPTH 13 '
ft •• ELEV.
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ft •• at end of Drilling
WEATHER
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STRUCTURAL FEATURES
AND COMMENTS
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GEOTEST ENGINEERING, INC.
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Project
Disposal
Are~
__
~!_ ~bannel
__to
Victoria near Seadrift, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
\..,.Uf1(raCI 1'4U.
UAv"'VOq·~I-U-Vt.N.
LJt:lIIVtflV UIIJt:ll I'4V. UVI"
SPT
Dry
WeI
Depth
PP
Blows
Visual
USC Mc
Unil
Unil
LL
S#
( f t
j
(Is f)
per
Classification
('!oj
WI
WI
('!oj
Foot
(pet)
(pcf)
1
0-2
4.5+
Olive gray,Clay,Hard,Sandy,w/sand seams
CL
18.0
2
2.4
4.5+
Yellowish brown & gray.Clay,Hard,Sandy
CL
15.4
3
4.6
4.5+
Yellowish brown,Clay,Hard,Sandy
CL
14.8
.
,
4
6.8
4.5+
Yellowish brown,ClaY,Hard,Sandy
CL
13_2
&
8.10
4.5+
Yellowish brown,Clay,Hard,Sandy
_CL
9_3
11 2 _1
122.5
6
10.5.12
12
Yellowish brown,Sand,Medium dense,Silty
SM
7
13.5.15
20
Yellowish brown,Sand,Medium
dense, Silty
SM
8
18.5-20
25
Yellowish brown,Sand,Medium dense,Silty
SM
9
20.22
1.50
Yellowish brown,Clay,Stiff,Sandy
CL
19.7
10
22-24
1.50
Gray& yellowish
brown,Clay,S tiff,Sandy
CL
16.9
11
24.26
1.50
Gray,Clay,Stiff,Sandy,w/calcareous nodules
CL
17.1
,
S #
:
SamplB Number, P P : Pocket Penetrometer Reading, USC: Unified Soil Classification, Me: Moisture Content
q u : Unoonfined Compressive Strength, W
0
H : Weight of hammer, WOP: Weight of pipe
:17
27
26
90-202
Mechanical Analysis
PL
% PassinQ
('!oj
#4
#10
#40 #100
19
14 100.0 100.0 99.8
100.0 99.4 98,4
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....
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- .
Torvane
Shear
qu
Slrenglh
(Isf)
#200
II
sf)
69.4
2.41
c.
, '
20.5
•
JOB
.N6.
14G475
DATE
5/31/91
PROJECT
DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
E )ING NO.
90-202
SPECIMEN NO.
1
SAMPLE NO.
5
DEPTH
8-10 ft
CLASSIFICATION
Yellowish brown, clay, hard, sandy
Tare No.
P-28
Height
5.595 in.
Tare plus Wet Specimen
426.73 gm
Average Diameter
2.830
in.
Tare plus Dry Specimen
394.20 gm
Initial Area
6.290 sq in.
Water Weight
32.53 gm
Volume
35.194 cu in.
Tare weight
42.58 gm
Volume of Solids
cu in.
Wet Specimen
1131.51 gm
Void Ratio
Dry Specimen
1035.69 gm
Saturation
%
Water Content
9.25 %
Dry Density
112.1 lb/cu ft
Specific Gravity of Solids
LL =
27
PL =
14
PI = 13
proving Ring No. 10170
proving Ring Constant,
K =
.766 lbs/div.
Elapsed
Dial
Cumulative
proving Ring
Axial Axial
Area
Compr.
Time
Reading
Change
Dial Reading
Load
strain Cerr.
Stress
·1~~:_
0.001"
in.
lb
sq in.
tsf
-
-------
---------- ------------
-----
------ ------
------
.0
O.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
30.0
23.0
.002
6.30
.263
.6
20.
.020
80.0
61.3
.004
6.31
.699
.9
30.
.030
122.0
93.5
.005
6.32
1.064
1.1
40.
.040
162.0
124.1
.007
6.34
1. 410
1.3
50.
.050
199.0
152.4
.009
6.35
1. 729
1.5
60.
.060
228.0
174.6
.011
6.36
1.978
1.7
70.
.070
254.0
194.6
.013
6.37
2.199
1.9
80.
.080
274.0
209.9
.014
6.38
2.368
2.1
90.
.090
279.0
213.7
.016
6.39
2.407
2.2
100.
.100
276.0
211. 4
.018
6.40
2.377
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Failure Sketches
4
rn
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u
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Controlled stress
0
