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MANUFACTURER'S DESIGNATION OF DRILL RIG
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LOGGER
SECONDARY
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STRUCTURAL FEATURES
AND COMMENTS
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GEOTEST ENGINEERING, INC.
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Project
Disposal Area S, Channel to Victoria near Seadrift, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
..... V.,II
av~
''1V.
I.JI"'I .......
V""'" .U.VVU'
UgllV1;l"Y .....,'Vg, ''IV. VV'V
SPT
,
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S
#
( It)
(t sI)
per
Classification
(%)
WI
WI
(%)
Foot
(pel)
(pel)
t
0.2
2.25
Dark gray.Clay, Very stiff,Sandy
CL
20.5
2
2.4
4.5+
Dark gray.Clay.Hard.Sandy
CL
15.1
3
4.6
4.5+
Gray&yellowish
gray .Clay,Hard,Sandy.w/cal.
CL
14.9
11 9.1 136.9
.,.
careous nodules
4
6.8
4.5+
Gray& yellowish gray ,Clay. Hard.Sandy,w/cal.
CL
14.9
careous nodules
~
8.10
3.00
Gray&yellowish gray,Clay,Very still.Silty,wl
CL
12.7
calcareous nodules
,-.~-
6
10.5.12
16
Yellowish gray.Sand,Medium dense,Silty
SM
7
13.5.(5
18
Yellowish gray.Sand,Medium dense,Silty
SM
8
18.20
3.00
Gray&yellowish gray.Clay,Very stiff,Sandy
CL
19.4
9
20.22
2.50
Gray&yellowish gray,Clay.Very still.Sandy.wl
CL
23.3
calcareous nodules
10
22.24
2.50
Gray&yellowish gray.Clay. Very stiff,Sandy,
CL
19.1
w/calcareous nodules
11
24.26
2.50
Gray&yellowish gray,Clay, Very still.Sandy.
CL
19.5
w/calcareous nodules
"
;.'
S
# :
Sample Number, P P : Pocket Penetrometer Reading. USC: Unified Soil Classification, Me: Moisture Content
q u : Unconlined Compressive Strength, W
0 H : Weight
01
hammer, WOP: Weight
01
pipe
46
29
24
2Q:.ill
Mechanical Analysis
Torvane
PL
% Passing
Shear
(%)
Strength
#4
#10 #40 #100
#200
(ts I)
22 100.0 99.4 98.3
84.2
16
100.0 99.9 99.6
49.6
.
.\
qu
(tsl)
5.48
I
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flO.
14G475
DATE
5/27/91
p~OJECT
DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
-C)ING NO.
90-191
SAMPLE NO.
3
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray & yellowish gray, clay, hard, sandy, w/ calcareous nodules
Tare No.
GE-10
Tare plus wet Specimen
759.10 gm
Tare plus Dry specimen
666.37 gm
water Weight
92.73 gm
Tare Weight
42.74 gm
Wet Specimen
1264.36 gm
Dry specimen
1100.69 gm
Water Content
14.87 %
Specific Gravity of Solids
LL = 46
PL = 22:
PI =
Height
Average Diameter
Initial Area
Volume
Volume
of Solids
Void Ratio
Saturation
Dry Density
24
Proving Ring No. 10170
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
l!-
o
119.1
lb/cu ft
Proving Ring Constant, K = .766 lbs/div.
Elapsed
Time
''j11in.
-
~,:::...----
• 0
. 5
• 7
1.0
1.3
1.6
2.0
2.4
2.7
3.0
3.5
3.8
4.1
4.5
4.9
5.9
6.8
7.6
8.5
9.3
10.2
10.9
11.3
)
Dial
Reading
0.001"
O •
10 .
20 .
30.
40.
60.
80.
100.
120.
140.
160.
180.
200.
220.
240.
300.
350.
400.
450.
500.
550.
600.
620.
Cumulative
Change
in.
.000
.010
.020
.030
.040
.060
.080
.100
.120
.140
.160
.180
.200
.220
.240
.300
.350
.400
.450
.500
.550
.600
.620
Proving Ring
Dial Reading
.0
56.0
144.0
209.0
257.0
319.0
359.0
386.0
409.0
430.0
449.0
468.0
485.0
503.0
520.0
569.0
605.0
635.0
660.0
680.0
693.0
696.0
694.0
Axial
Load
lb
.0
42.9
110.3
160.1
196.9
244.4
275.0
295.7
313.3
329.4
343.9
358.5
371.5
385.3
398.3
435.9
463.4
486.4
505.6
520.9
530.8
533.1
531. 6
Axial
strain
.000
.002
.004
.005
.007
.011
.014
.018
.021
.025
.029
.032
.036
.039
.043
.054
.063
.071
.080
.089
.098
.107
.111
Area
Corr.
sq in.
6.29
6.30
6.31
6.32
6.34
6.36
6.38
6.40
6.43
6.45
6.48
6.50
6.52
6.55
6.57
6.65
6.71
6.77
6.84
6.91
6.98
7. 05
~
7.07
compr.
Stress
tsf
.000
.490
1. 258
1.823
2.237
2.767
3.103
3.324
3.509
3.676
3.824
3.971
4.100
4.237
4.364
4.721
4.973
5.170
5.321
5.429
5.479
5.448
5.411
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Failure Sketches
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