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Project
Disposal Area a, Channel to Victoria near Seadrift, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No,
VV"U Clul ''iV. u/"\v
vwu....
-;;:r ,-u.uvv,
U<;IIIY",,'Y ...... , .... g,
,",u. VV'V
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Me
Unil
Unit
LL
S #
(It)
(tsl)
per
Classification
(%)
WI
WI
(%)
Foot
(pet)
(pet)
1
0-2
4.5+
Gray ,Clay
,Hard ,Sandy, w/roots
CL
9.5
2
2-4
4.5+
Gray,Clay
,Hard,Sandy,
w/calcareous
nodules
Cl
13.0
3
4-6
4.5+
Gray&yellowish brown.Clay,Hard,Sandy
CL
16.1
116.5
135.2
4
6.8
4.5+
Gray, Clay, Hard, Sandy
CL
10.8
b
8-10
2.50
Gray,Clay,
Very
sliff,S~ndy,w/calcareous
nodules
Cl
22.5
6
to-t2
3.00
Gray,Clay,Very stiff,Sandy,w/sand seams
~
11.6
119.3 133.1
(~
7
t 2
.s-t 4
t9
Gray ,Sand ,Medium dense ,Silty
SM
8
14.5-16
21
Gray,Sand,Medium dense,Silty
SM
9
18.5-20
16
Gray,Clay,Very stiff,Sandy,w/calcareous nodules
Cl
23.3
10
20.22
3.00
Gray,Clay, Very stiff,Sandy,wllarge calcareous
CL
14.3
nodules
11
22-24
2.25
Gray,Clay,Very stiff,Sandy,w/calcareous nodules
Cl
20.3
12
24-26
1.25
Gray&ye.!'owish
brown
,Clay ,Still,Sandy,
w/cal-
CL
17.8
careous nodules
"
S # : Sample Number, P P : Pocket Penetrometer Reading, USC.: Unified Soil ClassHieation, Me: Moisture Content
q u :
Unconlined Compressive Strength, W
0
H : Weight of hammer, WOP: Weight of pipe
41
25
30
90-192
Mechanical Analysis
Pl
% PassinQ
(%)
#4
#10 #40 #100
19
13
100.0
100.0 100.0
100.0
100.0
100.0
,
'-----.j
c • \ :,'
.,
c
•
Torvane
Shear
qu
Slrength (Isf)
#200
(tsf)
6.06 i
50.1
1.49
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22.5
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JOB NO.
14G475
DATE
5/27/91
PROJECT
DISPOSAL
AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
(i
BL..,ING NO..
90-192
SAMPLE NO.3'
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray & yellowish brown, clay, hard, sandy
Tare No.
P-12
Height
5.595 in.
Tare plus Wet Specimen
570.15 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
497.15 gm
Initial Area
6.290 sq in.
Water Weight
73.00 gm
Volume
35.194 cu in.
Tare Weight
42.60 gm
Volume of Solids
cu in.
Wet Specimen
1249.22 gm
Void Ratio
Dry specimen
1076.36 gm
Saturation
!1c
0
Water content
16.06 %
Dry Density
116.5 lb/cu ft
Specific Gravity of Solids
LL =
41
PL =
19
PI =
22
Proving Ring No. 10170
Proving Ring Constant,
K =
.766 lbs/div.
Elapsed
Dial
Cumulative
Proving Ring Axial Axial
Area
Compr.
"'ime
Reading
Change
Dial Reading
Load
strain Corr .
Stress
.:hin.
0.001"
in.
lb
sq in.
tsf
------- -------
----------
------------
Back to top
----- ------ ------ ------
.0
o.
.000
.0
.0
.000
6.29
.000
. 3
10 .
.010
44.0
33.7
.002
6.30
.385
. 5
20 •
.020
97.0
74.3
.004
6.31
.847
. 9
30 .
.030
187.0
143.2
.005
6.32
1. 631
1.1
40.
.040
274.0
209.9
.007
6.34
2.385
1.7
60.
.060
404.0
309.5
.011
6.36
3.504
2.1
80.
.080
485.0
371.5
.014
6.38
4.192
2.5
100.
.100
546.0
418.2
.018
6.40
4.702
2.9
120.
.120
592.0
453.5
.021
6.43
5.079
3.3
140.
.140
629.0
481. 8
.025
6.45
5.377
3.7
160.
.160
656.0
502.5
.029
6.48
5.587
4.1
180.
.180
678.0
519.3
.032
6.50
5.753
4.4
200.
.200
693.0
530.8
.036
6.52
5.859
4.8
220.
.220
707.0
541. 6
.039
6.55
5.955
4.9
230.
.230
711.0
544.6
.041
6.56
5.978
5.1
240.
.240
716.0
548.5
.043
6.57
6.009
5.4
260.
.260
723.0
553.8
.046
6.60
6.045
5.7
280.
.280
727.0
556.9
.050
6.62
6.055
6.0
300.
.300
728.0
557.6
.054
6.65
6.041
6.2
310.
.310
727.0
556.9
.055
6.66
6.021
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Failure Sketches
8
6
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4
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u
0
2
D
Controlled stress
0
C8J
Controlled strain
0
Tl3st No.
Type of Specimen
Waler content
~
Void rotio
:s
Saluration
Dry
density. Ib/cu
ft
Time to failure, min
Unconfined comftressive
strongth, T/sq t
Undrained shear strength. T/sq
ft
Sensitivity ratio
Initial specimen diameter, in.
Initial specimen height, in.
2
4
Axial Strain, Sf;
1
Undisturbed
"
16,1
~
eo
S,
"
Y.
116,5
~
5,70
q,
6,06
S,
3,03
S.
D,
2,830
H,
5.595
"
"
EM 1110-2-1906
Appendix XI
30 Nov 70
,
6
8
i
I
I
i
,
"
"
"
"
Classification
Gray &: yellowish brown, clay, hard, sandy
LL
41
Remarks
ENG FORM
3659
1 JUN 65
I PL
19
I PI
22
I
G,
Project
DISPOSAL AREA S, CHANNEL TO Y1CTORIA
Area
Near Seadrift. Texos
-
Boring No.
90-192
Sample No.
3
Depth
EI
4-6 ft
Dote
5/27/91
,
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Gwtest Engineering. Inc.
PLATE
~
JOB,NO.
14G475
DATE 5/27/91
PROJECT
DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
.~ING
NO.
90-192
SAMPLE NO.
6
DEPTH
10-12 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray, clay, very stiff, sandy, w/ sand seams
Tare No.
P-11
Height
5.595 in.
Tare plus wet specimen
438.23 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
397.17 gm
Initial Area
6.290 sq in.
Water Weight
41. 06 gm
Volume
35.194 cu in.
Tare Weight
43.00 gm
Volume of Solids
cu in.
Wet Specimen
1129.80 gm
Void Ratio
Dry Specimen
1012.43 gm
Saturation
%
Water Content
11.59 %
Dry Density
109.6 lb/cu ft
Specific Gravity of Solids
LL =
25
PL =
13
PI =
12
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 Corr.
Stress
"}llin.
0.001"
in.
lb
sq in.
tsf
Back to top
------- -------
----------
------------
-----
------
------ ------
. 0
o.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
50.0
38.3
.002
6.30
.438
. 6
20 .
.020
81.0
62.0
.004
6.31
.708
.8
30.
.030
110.0
84.3
.005
6.32
.959
. 9
40 .
.040
131.0
100.3
.007
6.34
1.140
1.2
50.
.050
148.0
113.4
.009
6.35
1.286
1.4
60.
.060
159.0
121.8
.011
6.36
1. 379
1.6
80.
.080
171. 0
131. 0
.014
6.38
1.478
1.7
90.
.090
173.0
132.5
.016
6.39
1. 492
1.8
95.
.095
171.0
131.0
.017
6.40
1. 474
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