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MANUFACTURER'S DESIGNATION OF DRILL RIG
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TYPE
TENCY
CONSTITUENTS
AND COMMENTS
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GEOTEST ENGINEERING. INC.
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Project
Disposal Area B.l
~h~D.r'leL!~L
Victoria near Seadrift, Texas
SUMMARY OF
LABORATORY TEST
RESULTS
Boring No.
C
...............
,
...........
No. DACW64.91.D.OOO1
Del'
..., .............
,
Order No. 0013
SPT
Dry
Wat
Dep1h
PP
Blows
Visual
USC Mc
Unit
Unit
LL
S#
(ft)
(1sf)
per
Classification
(%)
W1
W1
(%)
Foot
(pcf)
(pcf)
1
0.2
4.00
Dark gray.Clay,Very stiff,w/roots
CH
19.5
2
2.4
4.5+
Dark gray,Clay,Hard,w/roots
CH
22.2
3
4.6
4.5+
Dark gray & gray,ClaY,Hard,w/sand pockets
CH
17.2
4
6.8
4.5+
Dark gray,Clay,Hard,wlcalcareous nodules
CH
16.9
111.0 129.8
5
8.5.tO
21
Tan,Sand,Medium dense,Silty
SM
6
13.5.15
42
Tan,Sand, Dense,Silty
SM
7
18.5.20
37
Yellowish brown,Sand,Dense,'w/silt
pP.SM
8
22.24
1.50
Yellowish brown,Clay. Stiff. Sandy,w/calcareous
CL
19.3
nodules
9
24.26
1.50
Yellowish brown ,Cia y.Stiff,Sandy,w/calcareous
CL
18.4
nodules
•
S #
:
Sample Number, P P : Pocket Penetrometer Reading. USC: Unified Soil Classification, M
c.:
Moisture Content
q u : Unconlined Compressive Strength, W
0
H : Weight of hammer, WOP: Weight of pipe
60
59
23
~
Mechanical Analysis
PL
% Passing
(%)
#4
#10
#40
#100
.
25
I
25
100.0
99.7 98.4
100.0 100.0
99.5
100.0 99.7 99.5
"
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Torvana
I
Shear
qu
I
Strength (tst)
#200 (tsl)
91.5
12.04
18.7
.
,
6.1
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JOB
.NO.
14G475
DATE
5/30/91
PROJECT
DISPOSAL
AREA B, CHANNEL TO VICTORIA, NEAR SEADRIFT, TX
{hNG NO.. 90-198
SAMPLE NO.
4
DEPTH
6-8 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, clay, hard, w/ calcareous nodules
Tare No.
GE-6
Tare plus Wet Specimen
379.12
gm
Tare plus Dry Specimen
330.52
gm
Water Weight
48.60
gm
Tare weight
42.56
gm
Wet specimen
1198.73
gm
Dry Specimen
1025.63
gm
Water Content
16.88 %
Specific Gravity of Solids
LL = 59
PL = 25
PI =
Height
Average Diameter
Initial Area
Volume
Volume
of Solids
Void Ratio
Saturation
Dry Density
34
proving Ring No. 10170
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
!lc
o
111. 0 lb/cu ft
proving Ring Constant, K = .766 lbs/div.
Elapsed
Time
)11in.
-------
"
.0
.4
.9
1.3
1.8
2.6
2.8
3.0
3.2
3.5
3.7
3.8
4.0
4.2
4.3
4.5
Dial
Reading
0.001"
O.
10.
20.
30.
40.
60.
70.
80.
90.
100.
110.
120.
130.
140.
150.
155.
Cumulative
Change
in.
.000
.010
.020
.030
.040
.060
.070
.080
.090
.100
.110
.120
.130
.140
.150
.155
proving Ring
Dial Reading
.0
135.0
340.0
560.0
770.0
1133.0
1227.0
1265.0
1312.0
1346.0
1375.0
1390.0
1403.0
1409.0
1410.0
1406.0
Axial
Load
lb
.0
103.4
260.4
429.0
589.8
867.9
939.9
969.0
1005.0
1031. 0
1053.3
1064.7
1074.7
1079.3
1080.1
1077.0
Axial
strain
.000
.002
.004
.005
.007
.011
.013
.014
.016
.018
.020
.021
.023
.025
.027
.028
Area
Corr.
sq in.
6.29
6.30
6.31
6.32
6.34
6.36
6.37
6.38
6.39
6.40
6.42
6.43
6.44
6.45
6.46
6.47
compr.
Stress
tsf
.000
1.182
2.970
4.884
6.703
9.828
10.624
10.933
11. 319
11. 591
11. 819
11.926
12.016
12.045
12.031
11.986
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