(
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
ontract
N
o. DACW6
4.
9
1.
D
.000
D
e
r
Ivery
Od
r er N
o.
0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Me
Unit
Unit
LL
S#
(tt)
(t sf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pef)
(pef)
1
0.2
3.50
Dark gray, Clay, Very stiff,
w/roots
&
shell
CH
22.4
fragements
2
24
2.50
Dark
gray, Clay, Very stiff, w/roots
CH
22.0
102.1 124.5
3
4.6
1.50
Gray
& yellowish
brown,
Clay,
Stiff, wlroots
CH
22.3
4
6.8
2.50
Gray
& yellowish
brown,
Clay,
Very stiff, Silty
CL
t9.4
5
8.tO
4.5+
Gray & yellowish brown,
Clay. Hard.
Silty.
w/silt
CL
t9.4
partting
6
10.t2
4.5+
Gray & yellowish brown.
Clay. Hard,
Silty.
w/silt
CL
18.7
106.8
126.8
parttinq
7
12.14
3.50
Grayish brown, Clay, Very stift. w/shell fragemn- CH
24.8
tes and ferrous stains
8
14.16
3.50
Dark gray, Clay, Very stiff, wlferrous stains
&
CH
31.5
calcareous nodule
9
16.18
1.50
Dark gray, Clay. Stiff . w/calcareous nodule
CH
40.4
10
18.20
1.00
Dark gray, Clay, Still ,
w/calcareous
nodule
CH
41.0
78.6
110.8
11
20.22
1.25
Dark gray, Clay, Stilf, w/soft
calcareous nodule
CH
33.9
12
22.24
1.50
Dark gray, Clay, Stiff, w/soft calcareous
nodule
CH
24.9
13
24.20
2.00
Gray & yellowish, Clay, Very stiff, Sandy
CL
17.4
14
26.28
2.75
Olive gray & yellowish brown, Clay, Very stiff,
CL
18.4
110.7 131.0
Sandy•.w/calcareous nodule
15
28.5.30
18
Gray & yellowish, Sand, Medium dense, Silty
SM
16
33.5.35
16
Gray,
Sand, Medium dense, Gravely
SP
17
38.5.40
33
Gray,
Sand, Dense, Gravely
SP
S # : Sample Number, P P : Pocket Penetrometer Reading, USC: Unified
..
Soil Classification,
..
Me: MOisture Content
q u : Unconfined Compressive
Strength, WaH: Weight of hammer, WOP: Weight of pipe
......
50
37
79.
32
91.10
Mechanical Analysis
PL
%
Passinq
(%)
#4
#10 #40 #100
20
18
100.0 100.0 99.6
29 100.0
99.4 98.0
16
99.4
99.0 96.5
100.0 99.6 95.4
77.5 65.5 25.5
..
Torvane
Shear
Strength
#200
(ts f)
98.7
94.2
51.9
22.7
2.3
..
qu
(tsf)
~,5
.tA
I .
I'
I
I
I
I
I
J
I
I.
f
!
I
i
I.
I
L
j.
!
L
!
.
(
(
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
ontract
No. DACW64
-
9t
-
D
-
0001
D
e
r
Ivery
ad
r er
N
o.
0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
(It )
(t sf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pcl)
(pcf)
18
43.5-50
53
Gray,Sand,Very
dense,Gravely
SP
S
# :
Sample Number, P P : Pocket Penetrometer Reading, USC : Unified
..
SOIl Classification,
..
M c : MOisture Content
q u : Unconfined Compressive
Strength, waH : Weight of hammer, W a P : Weight of pipe
........
Mechanical Analysis
PL
% PassinQ
(%)
#4
#10 #40 #100
..
Torvane
Shear
qu
Strength (lSf)
#200
(tsl)
..
•
~'_:,~~"
__,_,_____
~-,
____
-,-:.-:._.:,..~_~,x._,_._~~
....
~m
__•.•____
".~~,~_._".'~v",~r~
__
'~_~~" '''~'~'='''''~''='~~~''~'=~='''~==';=':_'_<===ll'~'~==';_'_'_=:~--=_'~~~=",""="'"~~~~~=="m;:'~~~~0_
JOB NO.
14G459
DATE
4/16/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BG,..
..:NG NO.
91-10
SAMPLE NO.
6
DEPTH
10-12 ft
SPECIMEN NO.
1
•
CLASSIFICATION
Gray & yellowish brown,c1ay,hard,si1ty,w/silt partings
Tare No.
P-22
Height
5.595 in.
Tare plus wet Specimen
618.21 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
527.67 gm
Initial Area
6.290 sq in.
Water Weight
90.54 gm
Volume
35.194 cu in.
Tare Weight
42.73 gm
Volume of Solids
cu in.
Wet Specimen
1171.16 gm
Void Ratio
•
Dry Specimen
986.90 gm
Saturation
l<
0
Water content
18.67 %
Dry Density
106.8 lb/cu ft
Specific Gravity of Solids
LL =
37
PL =
18
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
Ln.
0.001"
in.
lb
sq in.
tsf
•
-.:;:;-.;;.----
-------
---------- ------------
----- ------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
. 3
10 .
.010
55.0
42.1
.002
6.30
.481
.6
20.
.020
109.0
83.5
.004
6.31
.952
.8
30.
.030
174.0
133.3
.005
6.32
1.517
1.1
40.
.040
229.0
175.4
.007
6.34
1. 994
1.3
50.
.050
271. 0
207.6
.009
6.35
2.355
1.5
60.
.060
311. 0
238.2
.011
6.36
2.698
1.8
70.
.070
349.0
267.3
.013
6.37
3.022
1.9
80.
.080
381.0
291.8
.014
6.38
3.293
2.1
90.
.090
412.0
315.6
.016
6.39
3.554
2.4
100.
.100
431. 0
330.1
•
.018
6.40
3.711
2.6
110.
.110
467.0
357.7
.020
6.42
4.014
2.8
120.
.120
489.0
374.6
.021
6.43
4.196
3.0
130.
.130
510.0
390.7
.023
6.44
4.368
3.1
140.
.140
522.0
399.9
.025
6.45
4.462
3.3
150.
.150
528.0
404.4
.027
6.46
4.505
3.4
160.
.160
524.0
401. 4
.029
6.48
4.463
•
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<..,-/
0>
...
'"
;J;
z
ci
...,
.<>
o
,
.,_"~_
..___
.,~~~~_e.,~_,_._~._~".,~~~<~~_~~~;"~~,.~.~,~,,~"~~~.",,
___
H~~'~~~A"_~~~~="~,"~~,~=~;,~,_~,,,~,,.,,,,.=~~,~,,,,,"~,",=,_.~~~"=""_'=~<>='''=~'=='~.~=_~_
Failure Sketches
8
~
6
<!
.,.
~
~
,;
~
(/)
~
4
v
.~
~
~
a.
~
E
a
()
2
D
Controlled stress
0
0
C:8J
Controlled strain
Test
No.
Type of Specimen
Water content
"0
Void ratio
E
"'
Saturation
Dry density,
Ib/cu
It
Time to failure. min
Unconfined comftressive
strength, T/sq t
Undrained shear strength,
T/sq ft
Sensitivity ratio
Initial specimen diameter, in.
Initiol specimen height, in.
1
2
Axial Strain, 56
1
Undisturbed
Wo
18.7
,.
eo
So
,.
y,
106.8
~
3.32
q,
4.51
S,
2.25
S,
Do
2.830
Ho
5.595
~."1
,.
'"
EM 1110-2-1906
Appendix XI
30 Nov 70
3
4
I
'"
,.
'"
,.
Classification
Gray & yellowish brown,clay,hord,silty,w/silt partings
U.
37
Remarks
ENG FORM 3659
1 JUN 65
I PL
18
I PI
19
I
G,
Project
CHANNEL ENlARGEMENT, CHANNEL TO VlCTORIA
Area
Victoria, Texas
Boring No.
91-10
Sample No.
B
Depth
10-12
ft
Date
4/16/91
EI
--c-
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Geotest Engineering, Inc.
PLATE
,
,
,
,
,
,
-
..
---.~----~.
.
.:.~~~_,~. ,~_~_~_~
..="__.•
c..,~~,~_,~~,~~ '~if=_"~':~_"~~.'~~'''''~''~~=''ij~'''.A''''~A='~~''W'=~'~==:;'"='~~==~~'~'~~~:"~'~~~':"'~-=-~"'~'3"'~~~'=~~="""'~~"=~~"'='~~~'
JOB NO.
14 G45
DATE
4/16/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
B",~":NG
NO.
91-10
SAMPLE NO.
10
DEPTH
18-20 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray,clay,stiff,w/calcareous nodules
Tare No.
P-20
Height
5.595 in.
Tare plus wet specimen
979.23 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
707.06 gm
Initial Area
6.290 sq in.
water Weight
272.17 gm
Volume
35.194 cu in.
Tare Weight
42.52 gm
Volume of Solids
cu in.
wet Specimen
1023.49 gm
Void Ratio
Dry Specimen
726.11 gm
Saturation
l!,
0
water content
40.96 %
Dry Density
78.6 lb/cu ft
Specific Gravity of Solids
LL = 79
PL = 29
PI = 50
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
Ln.
0.001"
in.
lb
sq in.
tsf
-.;;..
.
...;----
-------
Back to top
----------
------------
----- ------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
. 3
10 .
.010
19.0
14.6
.002
6.30
.166
.5
20.
.020
34.0
26.0
.004
6.31
.297
.7
30.
.030
47.0
36.0
.005
6.32
.410
.9
40.
.040
56.0
42.9
.007
6.34
.487
1.0
50.
.050
63.0
48.3
.009
6.35
.547
1.4
60.
.060
67.0
51.3
.011
6.36
.581
1.5
80.
.080
71.0
54.4
.014
6.38
.614
1.9
100.
.100
74.0
56.7
.018
6.40
.637
2.3
120.
.120
75.0
57.4
.021
6.43
.643
2.5
130.
.130
75.0
57.4
.023
6.44
.642
2.6
140.
.140
75.0
57.4
.025
6.45
.641
-'--"
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i
i
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i.
•
•
•
•
•
•
(J)
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o
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-,
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o
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__
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~.~~._.~~._,,~._.~~_~"'~~~~.~,~,,~""~_ '-<'_'_~'~"'''~'''~_~:;~~"'''"'''''';'''
..
''r_:;=~_~'~'~~::'',~",;.".A~~~",'nm'=;~~=mu.~"~=~='<'=-~'~~'.
Failure Sketches
0.8
~
0.6
'"
<T
~
;:
,;
0
~
0.4
(/)
.,.
~
0
v
~
E
'"
a
"
0.2
D Controlled stress
0.0
C8:I
Controlled strain
0
Test
No.
Type of Specimen
Waler content
Wo
~
Void rotio
eo
£
Salur<ltion
So
Dry density, Ib/eu ft
)'.
Time to failure, min
t,
Unconfined comftressive
strength, T/sq t
q.
Undrained shear strength, Tjsq ft
S.
Sensitivity ratio
S,
Initial specimen diameter. in.
Do
Initiol specimen height, in.
Ho
1
2
~
' I
~,
~)
Axial Strain.
!is
1
Undisturbed
41.0
,.
,.
78.6
2.25
.64
.32
2.830
5.595
,.
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
"
3
4
,.
,.
"
"
Classification Dark groy,clay,stiff,w/calcareous nodules
LL
79
Remarks
ENG FORM 3659
1 JUN 65
I PL
29
I PI
50
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VlCTORIA
Area
Victoria.
T
exes
Boring No.
91-10
Sample No.
10
Depth
EI
18-20 ft
Date
4/16/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
•
•
·.-~--
..•
,
~.;'
'lJ.li:I.' _:,": ,
:';,l,""'~}'
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lUNG 110.
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r
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i
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,,~
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.
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LOCATION
V ("
.t..
If. I!
Cit
,# ".
,<'4-1
~'
' '
'
ELEVATION OF HOLE ___'--______-=.-:........,..________
MANUFACTURER' S DESIGNATION OF DRILL RIG
?
41/""
;.
"It':
J
It
•
GROUNDWATER: DEPTH 77ft.. ELEV.
ft .• at end of. Drilling
WEATHER
'{ , ."..'
tflll{/11 I'\\A
lIllY
_
~
,~.
.".,
DRILLER
W:J>e
;:;&_o<_~
__ LOGGER ::r;Z,('
