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-'
----.--"--------~.
~":
,;', '
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.'
~~,-
~:rr
MANUFACTURER'S DESIGNATION OF DRILL RIG
7t9tt",: ..
?C
GROUNDWATER: DEPT!!
'7'1"
~
ft ..
ELEV.
ft •• at end of Drilling
WEATHER
'.;
DRILLER
tP
I
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LOGGER
~4"
.";
COLOR
/,
.
'
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SECONDARY
TYPE
I
TENCY
~
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STRUCTURAL FEATURES
AND
COMMENTS
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GEQTEST
ENGINEERING. INC..
40
50
55
60
70
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ELEVATION OF HOLE'
hi,+:.;;'.
.;.
MANUFACTURER'S DESIGNATION OF DRILL RIG
...
"
GROUNDWATER: DEPTH
'7' /"
ft •• ELEV.
Drilling
WEATHER
DRILLER
--~=-~?r--------------~~~~----------------
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COLOR
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SECONDARY
TYPE
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I
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STRUCTURAL FEATURES
AND COMMENTS
1?~~"..tI·
7'/-/1
(t/{)')
{\
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
E
(, I3 ' 9 '
N
'-1
\/1> '
'.
Boring No.
C
ontract
No. DACW64-91-D-0001
D
e
I'
Ivery
ad
r er No. 0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
(ft)
(t sf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pet)
(pet)
1
0-2
3.50
Dark olive gray.
Clay, Very stiff,
wlroots
CH
21.7
98.6
120.0
2
2-4
4.5+
Dark olive gray, Clay, Hard, w/calcareous nodule
CH
22.6
3
4-6
4.5+
Yellowish brown.
Clay. Hard,
Silty, w/calcareous
CL
16.6
nodule
4
6-8
4.5+
Yellowish
brown,
Clay.
Hard,
Silty. wlsilt
CL
16.7
106.2 124.0
! pockets
5
8-10
2.00
Yellowish
brown,
Clay. Very stiff. Silty.
CL
23.0
w/ferrous nodules stains
6
10-12
0.50
Yellowish
brown.
Clay.
Medium stiff. sandy
CL
27.2
96.5
122.7
7
12-14
Yellowish brown,
Sand,
Loose, Clayey
SC
26.6
8
14.5-16
5
Dark gray.
Sand.
Loose, Silty
SM
9
18.5-20
6
Yellowish brown, Sand, Loose,
Silty
SM
10
23.5-25
8
Gray, Sand.
Loose, silty
SM
11
28.5-30
7
Gray, Sand, Loose, Silty
SM
12
33.5-35
8
Gray, Sand, Loose, Silty
SM
13
38.5-40
6
Gray.
Sand.
Loose, Silty
SM
S
# :
Sample Number, P P : Pocket Penetrometer Reading. USC: Unified
..
SOIl Classification,
..
Me: MOisture Content
q u : Unoonfined Compressive
Strength, WaH: Weight of hammer, W a P : Weight of pipe
.
.......
68
38
91-19
Mechanical Analysis
Torvane
PL
% Passing
Shear
qu
(%)
Strength
(tst)
#4
#10 #40 #100 #200
(tst)
25
100.0 99.9 99.1
87.9
\,1~
19
99.5
99.3
98.5
97.8
'-/..3("
0.15
.2>0
1.'1D
100.0 100.0 99.9
19.3
100.0 100.0
97.5
31.0
....
!
I
I
I
I
I
I
I
!
j
I
I
,.
I
I
I
,
!
I
I
I
I
I
I
I
t
!
!
,
,
------'
---,---,~~
,_~._~,~_.~._.~_r~~~
__..__
'~'~- ~'"'~,.~~,_,
___
=""'~~","""~_=,~~'''='~~~~u.~"c~~;''~~,~=_~~~<. o===-<c-"~,,"",,,,;,-,,=,,,~~,=,~u~=~,,,,,,,,,~,=_=~_,_=.'.,,-"_,,,,,,=,,_,,,,,,,,,;
JOB NO.
14G459
DATE
4/17/91
PI:
'ECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
"-.,--'-
BORING NO.
91-19
SAMPLE NO.
1
DEPTH
0-2 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark olive gray, clay, very stiff, with roots
Tare No.
Tare plus Wet Specimen
Tare plus Dry Specimen
Water Weight
P-3
720.40 gm
599.41 gm
120.99 gm
Tare weight
Wet Specimen
Dry Specimen
Water content
Specific Gravity of
LL = 68
PL
42.70 gm
1108.68 gm
910.75 gm
21. 73
%
Solids
= 25
PI =
Height
Average Diameter
Initial Area
Volume
Volume of Solids
Void Ratio
Saturation
Dry Density
43
proving Ring No. 10170
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
%
98.6 lb/cu ft
proving Ring Constant, K = .766 lbs/div.
El"lJsed
Dial
.......e
Reading
min.
0.001"
.0
.3
• 6
.8
• 9
1.1
1.4
1.6
2.0
2.3
2.8
3.1
3.3
3.7
4.0
4.4
4.7
5.0
5.4
5.7
O.
10.
20 .
30.
40 •
50.
60.
80.
100.
120.
140.
160.
180.
200.
220.
240.
260.
280.
300.
310.
Cumulative
Change
in.
.000
.010
.020
.030
.040
.050
.060
.080
.100
.120
.140
.160
.180
.200
.220
.240
.260
.280
.300
.310
proving Ring
Dial Reading
.0
63.0
86.0
102.0
114.0
125.0
133.0
147.0
157.0
167.0
175.0
182.0
188.0
193.0
198.0
202.0
205.0
208.0
210.0
210.0
Axial
Load
lb
.0
48.3
65.9
78.1
87.3
95.8
101. 9
112.6
120.3
127.9
134.0
139.4
144.0
147.8
151. 7
154.7
157.0
159.3
160.9
160.9
Axial
strain
.000
.002
.004
.005
.007
.009
.011
.014
.018
.021
.025
.029
.032
.036
.039
.043
.046
.050
.054
.055
Area
Corr.
sq in.
6.29
6.30
6.31
6.32
6.34
6.35
6.36
6.38
6.40
6.43
6.45
6.48
6.50
6.52
6.55
6.57
6.60
6.62
6.65
6.66
Compr •
Stress
tsf
.000
.551
.751
.890
.992
1. 086
1.154
1.270
1. 352
1. 433
1. 496
1. 550
1. 595
1. 632
1. 668
1.695
1. 714
1.732
1. 743
1. 739
•
•
•
,-'
--~-
..---'
0>
...
"'
...
'"
z
ci
-,
-"
o
,,_~_'~_._~.~
___
,_,_~L
__
"..;,-~
___
~~,-u~,~._~"~.*";'~"='~_~~,,~~' ,~~y~,~_.,""=,,",,,~_,>,~>,.=~,~~!.-n_'_"'~_=~_"~VA""=''''''''''~'"'',"""._~"''''=_~==~=~_:
..
Failure Sketches
2.0
(9:
1.5
"
'7
;:::.
~
,;
~
iii
~
1.0
•
>
',;
•
~
~
Q.
E
a
<.:>
0.5
D
Controlled stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Wat~r
content
"
Void fotio
;.2
Soturotion
oS
Dry
density. Ib/cu
ft
Time to failure. min
Unconfined
comftressive
strength. T/sq
t
Undrained shear strength, T/sq
ft
Sensitivity rotio
Initial specimen diameter, in.
Initial specimen height, in.
2
4
Axial Strain,
~
1
Undisturbed
Wo
21.7
"
e.,
So
"
r.
98.6
t.
5.37
q.
1.74
S.
.87
S.
Do
2.830
Ho
5.595
I
!
,
!
,
!
S.H
"
"
EM 1110-2-1906
Appendix XI
30 Nov 70
6
8
"
"
"
"
Classification
Dark olive gray.clay,very sti((.w/roots
LL
68
Remarks
ENG FORM 3659
1 JUN 65
1
PL
25
1
PI
43
I
G.
Project
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA
Area
Victoria. Texas
Boring No.
91-19
Sample No.
1
Depth
0-2
ft
Dale
4/17/91
EI
UNCONFINED COMPRESSION TEST REPORT
------
PLATE XI-2
Ceo test Engineering, Inc.
PLATE
,"
•
•
•
•
•
•
J.bs NO.
14G459
DATE 4/17/91
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
•
Bbr-::LNG NO.
91-19
SAMPLE NO.
4
DEPTH
6-8 ft
SPECIMEN NO.
1
CLASSIFICATION
Yellowish brown, clay, hard, silty, with silt pockets
Tare No.
GE-2
Height
5.595 in.
Tare plus wet Specimen
516.06 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
448.36 gm
Initial Area
6.290 sq in.
•
water Weight
67.70 gm
Volume
35.194 cu in.
Tare Weight
42.60 gm
Volume of Solids
cu in.
wet Specimen
1145.12 gm
Void Ratio
Dry Specimen
981.38 gm
Saturation
l<
0
water Content
16.68 %
Dry Density
106.2 lb/cu ft
specific Gravity of Solids
LL = 38
PL = 19
PI =
19
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
\,._--"
i..n.
0.001"
in.
lb
sq in.
tsf
------- -------
---------- ------------
-----
------ ------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
79.0
60.5
.002
6.30
.691
.5
20.
.020
139.0
106.5
.004
6.31
1. 214
.9
30.
.030
201. 0
154.0
.005
6.32
1. 753
1.1
40.
.040
250.0
191.5
.007
6.34
2.176
1.3
50.
.050
293.0
224.4
.009
6.35
2.546
1.5
60.
.060
336.0
257.4
.011
6.36
2.914
•
1.7
70.
.070
372.0
285.0
.013
6.37
3.221
1.9
80.
.080
411. 0
314.8
.014
6.38
3.552
2.2
90.
.090
446.0
341.6
.016
6.39
3.848
2.4
100.
.100
475.0
363.8
.018
6.40
4.090
2.6
110.
.110
500.0
383.0
.020
6.42
4.298
2.8
120.
.120
508.0
389.1
.021
6.43
4.359
2.9
130.
.130
510.0
390.7
.023
6.44
4.368
3.0
135.
.135
508.0
389.1
.024
6.45
4.347
~
•
"-----'
*1
....
ci
Z
.0
--,
o
."--
..
-'
Failure Sketches
8
~
6
<!
;:
•
0-
,;
•
~
4
.,.
~
•
a.
~
E
a
U
2
D
Controlled stress
0
o
Controlled strain
0
T~st
No.
Type of Specimen
Water content
"
Void ratio
.,
:£
Sotur<ltion
Dry density. Ib/cu
It
Time to
foilur~.
min
Unconfined
comftressive
strength.
T
/sq t
Undrained shear strength, T/sq ft
Sensitivity r<ltio
Initial specimen diameter. in.
Initial specimen height. in.
1
2
'1
~
,~
..
Axial Strain,
~
1
Undisturbed
"
16.7
"
"0
S,
,.
'Y,
106.2
~
2.92
q.
4.37
5.
2.18
S-
Do
2.830
H,
5.595
"
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
i
3
4
"
"
,.
,.
Classification
Yellowish brown. clay. hard. silty. with silt pockets
LL
38
Remarks
ENG FORM
3659
1 JUN 65
1
PL
19
[ PI
19
I
G.
Project
CHANNEL ENlARGEMENT. CHANNEL TO VICTORIA
Area
Victoria. Texas
Boring No.
91-19
Sample No.
4-
Depth
EI
6-8 ft
Date
4/17/91
UNCONFINED COMPRESSION TEST REPORT
------
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
•
."
•
.__..__
~
________________..____
._~_._.~o.
__._.__
.~_
..
~.~._
..
"~~.~:-"~~=~"~<~~~_~_.~,,,_m.~~.~~>,,~~,,,,_~,=,~~_~~,u=.=~,,~~.~.~.~~"="~=v=,~..--=~"'""''-'u,=,~,,~,,='''='''=''''''=.
JOB'NO.
14G459
DATE 4/17/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BOh-,:NG NO.
91-19
SAMPLE NO.
6
DEPTH
10-12 ft
•
SPECIMEN NO.
1
CLASSIFICATION
Yellowish brown, clay, medium stiff, sandy
Tare No.
P-28
Height
5.595 in.
Tare plus Wet Specimen 1176.52 grn
Average Diameter
2.830 in.
Tare plus Dry Specimen
934.15 grn
Initial Area
6.290 sq in.
Water Weight
242.37 grn
Volume
35.194 cu in.
Tare Weight
42.68 grn
Volume of Solids
cu in.
Wet Specimen
1133.84 grn
Void Ratio
•
Dry Specimen
891.47 grn
Saturation
~
0
Water Content
27.19 %
Dry Density
96.5 lb/cu ft
Specific Gravity of Solids
LL = NP
PL = NP
PI = NP
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
.n.
0.001"
in.
lb
sq in.
tsf
~/
•
Back to top
-------
-------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
4.0
3.1
.002
