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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~~:S
CORPS OF ENGINEERS
!?
30
~
~
~
~ ,~-"
~
OS!
~.
~
20
-I-
+
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PJl-lO
+
t
IrnJ
t
'i
't
10
o
10
~
.
~
T
T
t'~:;:;
~
T
Exl.tlng Ground
Projeel Depth
Allowable Overdtpth
, .. r
.~
T
PROFILE
SCALE~,SHOWN
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q
I
CONSISTENCY
v.s .......... ,
5011
s.... Soli
PI .• Platll.
SI .• 91ill
liSt. VO" $1111
