GULF INTRACOASTAL WATERWAY
GUADALUPE RIVER, TEXAS
CHANNEL TO VICTORIA
MISSION LAKE TO STATE HIGHWAY NO. 35
TABLE 1
UNCONFINED
COMPRESSION
TESTS
~..;1i;
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Sample
Densi t:{ Data
Unconfined Atterberg
Sieve
Hole
Depth
M.C.
'JDW
CQlIlp, Str,
Limits
Bar
.li:naJ.ysis
Noo
Feet
~
til.ef
TonS[SoFo
LL
PL
L.So
Gr
Sa Fines
Classification
4A-24
1,0-205
36
85
0048
53
19
16
0
:3
97
Dark Gray Clay, (CR), Soft
2,5-5.0
37
85
0064
54
17
0
9
91
Dark Gray Clay, (CR), Soft
400-500
34
88
0020
4;0
0
:2
98
Light Gray Clay, (CL-ML) Very Soft
'"
1-3
~
4A-25 1.0-200
200-3,0
35
35
88
88
0,51
0043
52
51.
1.9
15,5
16.0
0
0
5
2
95
98
Gray
Light
Clay,
Gray Clay
(CR),
(CR),
Soft
Soft
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I-'
(1)
4A-26
89
Gray Clay, (CH), Plastic
I-'
1.0-200
32
0,75
51
1700
0
3 97
300-4.0
33
89
0.1.9
32
5.0
0
5 95
Light Gray Clay, (CL) Very Soft
4A-27
1.,0-2.0
41
79
0.80
63
21
20.0
0
3 97
Dark Gray .Clay, (CR) Soft
2,0-3.0
39
81
0,62
62 22
18.0
0
3
97
Dark Gray Clay, (OR) Plastic
4A-28
2.0-3.5
38
82
0.63
Dark Gray 01ay (CL), Plastic
305-505
22
105
0.24
Light Gray Clay (CL), Soft
5.5-700
35
88
0018
Light Gray Clay, (CL), Soft
700-800
27
95
0014
Gray Silty Sand, (8M), Very Loose
-~~\
8.0-9,0
36
84
0010
Gray Sandy Olay, (OL), Very Soft
~..;:\
4A-29 200-4.0
31
91
0.19
Gray Sandy Clay, (OL), Soft
400-5.0
54
83
0023
Gray Silty SaM, (8M), Loose
500-600
21
1.01
0022
Gray Silty SaM, (8M), Loose
,
6ST-50
1400-1600
35
85
0006
28 14
800
0
37
63
Gray SaM Clay, (CL), Very Soft
\..-w~\,rO'4A
A,
-
58
200-4.0
46
74
0.05
<I?ark
Gray Clay, (OL), Very Soft
"
400-7.0
52
69
0.03
Dark Gray 01ay, (OL), Very Soft
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GULF INTRACOASTAL WATERWAY
GUADALUPE RIVER, TEXAS
CHANNEL TO VICTORIA
MISSION LAKE TO STATE HIGHWAY NO. 35
TABLE 2
DIRECT SHEAR TESTS
S9lll;p1e
Density Data
Ty:pe
Shear Data
Atterberg
Hole
Depth
M.C.
UDW
of
Maximum.
Ultimate
Limits
No.
Feet
~
llZcf
Test
~
C
~
C
IJ..
PL
6sT~32
4.0~5.5
7.2
®
CD
32.8
0.00 32.8
0.00 c§
CB
6ST-50
14.0-16.0
38
85
UU
4.2
0.15
2.9
0,15 28
14
1-3
.1-'
~
6sT~50
8.0~10.0
37
80
(1)
UU
3.0
0.11 3,0
0.09
32
19
!\)
6sT~50
37.0~39·0
23
102
UU 32.6 0.12 32.6
0,12
32
13
6sT-50
2.0-4.0
57
63
UU
7;5
0,14
7.5
0.14 62
29
NOTE:
CD - Consolidated Drained
UU - Unconsolidated Undrained
Sieve
Bar
Anal.y:sis
L.S.
Gr Sa Fines
7.0
o 65
35
8.0
o 37
63
9.0
o 37
63
10,0
o 17
83
16,0
036
64
Classification
Light Gray Clayey
Sand, (SC),
Hard
Light Gray Sandy
Clay, (CL), Very
Soft
Light Gray Sandy
Clay (CL), Very
Soft
Gray Clay, (CL),
Stiff
Gray Clay, (CH),
Soft
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