[Bottom of Page] -- Updated 14-Dec-18

MISSISSIPPI RIVER
45' Deep Draft Crossings Channel Depth Status


The following table provides a summary listing of channel depths at the Mississippi River Deep Draft Crossings.

Mississippi River
45' Deep Draft Crossings

CROSSING NAME &
(APPROX. MILEAGE)
LWRP SURVEY
DATE
250' L &
125' L
CENTERLINE 125' R &
250' R
SHAPE ACTIVE
DREDGE
Upper Baton Rouge
(232.5)
2.8
26-Nov
71.0
67.0
67.0
64.0
61.0
XXXX
--
Baton Rouge
(230.5)
2.8
26-Nov
60.0 I J
61.0 I J
65.0 I J
68.0 C D
68.0 D E
XXXX
--
Red Eye
(224.0)
2.6
26-Nov
64.0 B C
64.0 L M
65.0 L M
62.0 K L
60.0 F G
74.0
--
Sardine Point
(219.3)
2.4
26-Nov
64.0
64.0
65.0
64.0
64.0
64.0
--
Medora
(212.0)
2.1
26-Nov
63.0 D E
63.0 B C
62.0 B C
59.0 B C
57.0 B C
66.0
--
Granada
(204.3)
1.9
27-Nov
61.5 A B
65.5 G H
63.0 F G
62.0 F G
62.0 G H
72.0
--
Bayou Goula
(198.2)
1.8
27-Nov
55.5 F G
57.0 F G
61.0 F G
63.0 F G
61.5 F G
69.5
--
Alhambra
(190.5)
1.7
27-Nov
55.0 C D
59.0 D E
59.0 F G
60.0 G H
55.5 G H
68.0
--
Philadelphia
(183.0)
1.5
27-Nov
62.0 G H
63.0 G H
64.0 G H
65.0 H I
65.0 J K
58.0
--
Smoke Bend
(175.0)
1.4
27-Nov
59.0 B C
59.0 C D
59.0 C D
59.0 B C
59.0 C D
63.0
--
Rich Bend
(158.8)
1.3
27-Nov
XXXX
XXXX
60.0
XXXX
XXXX
XXXX
--
Belmont
(154.2)
1.3
28-Nov
55.5 K L
55.5 I J
58.0 I J
57.5 K L
56.5 K L
74.0
--
Fairview
(115.7)
1.1
28-Nov
66.0 B C
64.0 C D
64.0 C D
63.0 C D
61.5 C D
69.0
--


An asterisk (*) indicates survey data was incomplete or off-line due to dredging operations. Shoaler depths may exist in areas not adequately surveyed. See plotted survey on our Mississippi River Crossings - Profiles Only webpage for more detailed depth information.

ASSOCIATED RIVER GAGES

RIVER GAUGE MILEAGE LWRP 26-Nov 27-Nov 28-Nov
Baton Rouge
228.4
2.8
31.4
30.7
30.5
Donaldsonville
175.4
1.4
21.9
21.3
21.1
Reserve
138.7
1.2
16.9
16.5
16.3
New Orleans
102.8
1.0
12.2
11.7
11.8


DISCLAIMER:
Hydrographic survey data is subject to change rapidly due to several factors including but not limited to dredging activity and natural shoaling and scouring processes. The U. S. Army Corps of Engineers accepts no responsibility for changes in the hydrographical conditions which develop after the date of publication.

NOTICE:
This data is intended for U. S. Army Corps of Engineers' internal use. This agency accepts no responsibility for errors or omissions contained in this data. The accuracy of this data is, therefore, not guaranteed. Prudent mariners should not rely solely upon it.

The Contact for this Page:
Andrew Oakman
Operations Division, Technical Support Branch
New Orleans, LA
504-862-2054
Andrew.T.Oakman@usace.army.mil