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Project
Disposal Area S, Channel to Victoria near Seadrift, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
vUIILldL.1 !'IV.
Uf... vVVO...
-~I-U·U\1U1
Ut.lIlVt:1IV VIVt:l1
J~U.
VVlv
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S
#
(It)
(tsl)
per
Classification
('!o)
Wt
Wt
('!o)
Foot
(pel)
(pel)
1
0-2
4.5+
Gray,Clay,Hard,Sandy
CL
15.8
2
2-4
4.5t
Gra y,Clay,Hard.Sandy
CL
15.0
3
4-6
4.5+
Yellowish gray,Clay, Hard ,Sandy,w/calcareous
CL
t3.3
113.3 128.3
nodules
4
6-8
4.5+
Yellowish gra y,Clay ,Hard ,Sandy, w/calcareous
CL
10.5
nodules
3
8.5-tO
20
Yellowish gray,Sand,Medium dense,Silty
SM
6
13.5-15
24
Yellowish gray,Sand,Medium dense,Silty
SM
7
18.5-20
27
Yellowish gray,Sand,Medium dense,Silty
SM
8
22-24
3.25
Yellowish
gray.Clay. Very 5till. Sandy.
w/ealear.
CL
19.4
eous nodules
9
24-26
2.75
Yellowish
gray.Clay. Very still. Sandy.
w/ealear.
CL
t9.6
eous nodules
S #
:
Sample Number, P P : Pocket Penetrometer Reading, USC: Unified Soil C.lassification, Me: Moisture Content
q u : Unccnlined Compressive Strength. W
0
H : Weight 01 hammer. WOP: Weight 01 pipe
36
34
90-194
Mechanical Analysis
PL
% PassinQ
('!o)
#4
#10 #40
#100
18
100.0 99.9
99.9
100.0 t 00.0
100.0
98.7 98.5
97.5
~)
~
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Torvane
Shear
qu
Slrength (t 51)
#200
(151)
59.4
4.43
14.5
,
15.7
I
JOB NO.
14G475
DATE
5/29/91
PROJECT
DISPOSAL AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
{)ING NO.- 90-194
SPECIMEN NO.
1
SAMPLE NO.
3
DEPTH
4-6 ft
CLASSIFICATION
Yellowish gray, clay, hard, sandy, w/ calcareous nodules
Tare No.
GE-10
Height
5.595
in.
Tare plus Wet Specimen
511. 75 gm
Average Diameter
2.830
in.
Tare plus Dry Specimen
456.87 gm
Initial Area
6.290 sq in.
Water Weight
54.88 gm
Volume
35.194 cu in.
Tare weight
42.68 gm
Volume of Solids
cu in.
Wet Specimen
1185.64 gm
Void Ratio
Dry Specimen
1046.92 gm
Saturation
%
Water Content
13.25 %
Dry Density
113.3
lb/cu ft
Specific Gravity of Solids
LL = 36
PL =
18
PI =
18
proving Ring No. 10170
Proving Ring Constant,
K =
.766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring
Axial
Axial
Area
Co;:,pr.
Time
Reading
Change
Dial Reading Load
strain Carr.
Stress
jilin.
0.001"
in.
lb
sq in.
tsf
--'-----
-------
---------- ------------
-----
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------
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o.
.000
.0
.0
.000
6.29
.000
.5
10.
.010
125.0
95.8
.002
6.30
1.094
.8
20.
.020
225.0
172.3
.004
6.31
1.966
1.1
30.
.030
310.0
237.5
.005
6.32
2.703
1.4
40.
.040
380.0
291.1
.007
6.34
3.308
1.8
60.
.060
472.0
361. 6
.011
6.36
4.094
2.2
80.
.080
513.0
393.0
.014
6.38
4.434
2.4
90.
.090
510.0
390.7
.016
6.39
4.400
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Failure Sketches
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0
C8J
Controlled strain
0.0
Test No.
