I-65 NB over MOBILE RIVER DELTA
Map
Coordinates:
+30.90876, -87.9758130°54'32" N, 87°58'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-65 NB over MOBILE RIVER DELTA |
Structure number: | 012322 |
Old structure number: | 00000I65490243B (from 1992 edition) |
Location: | 5.5 MI N E US 43 |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 799.9 ft. [243.8 m] |
Total length: | 32107.2 ft. [9785.8 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Vertical clearance above deck: | 18.7 ft. [5.7 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,300 [as of 2016] |
Truck traffic: | 28% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 79.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $302,627,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 11300 | 79.8 |
May 2016 | Fair | Fair | Fair | Fair | 13670 | 79.5 |
May 2014 | Fair | Fair | Fair | Fair | 13520 | 79.5 |
May 2012 | Fair | Fair | Fair | Fair | 9970 | 79.9 |
May 2010 | Fair | Satisfactory | Fair | Fair | 9765 | 81.0 |
May 2008 | Fair | Satisfactory | Fair | Fair | 9780 | 81.0 |
May 2006 | Fair | Satisfactory | Fair | Fair | 9990 | 80.9 |
May 2004 | Fair | Satisfactory | Fair | Fair | 9655 | 78.9 |
May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 8990 | 92.2 |
May 2000 | Fair | Good | Satisfactory | Satisfactory | 9660 | 92.1 |
May 1998 | Fair | Good | Satisfactory | Satisfactory | 7790 | 92.3 |
August 1996 | Fair | Good | Fair | Fair | 7230 | 81.2 |
February 1993 | Fair | Good | Satisfactory | Good | 6110 | 92.5 |
September 1991 | Good | Good | Good | Good | 4970 | 92.6 |
October 1990 | Good | Good | Good | Good | 5245 | 92.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 31,977 | 30,694 | 211 | 1,044 | 28 |
Steel Protective Coating | sq. ft. | 18,263 | 18,263 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 76,705 | 76,356 | 85 | 264 | 0 |
Steel Stringer | linear ft. | 52,702 | 52,700 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 3,222 | 3,222 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 699,109 | 268,243 | 405,430 | 25,436 | 0 |
Superstructure |
Steel Arch | linear ft. | 1,600 | 1,280 | 320 | 0 | 0 |
Steel Main Cable | linear ft. | 9,998 | 9,980 | 18 | 0 | 0 |
Steel Floor Beam | linear ft. | 23,882 | 23,751 | 113 | 18 | 0 |
Steel Protective Coating | sq. ft. | 29,844 | 29,844 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 639,703 | 259,063 | 378,405 | 2,235 | 0 |
Superstructure |
Steel Gusset Plate | each | 68 | 0 | 68 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 466 | 462 | 2 | 2 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 300 | 237 | 28 | 35 | 0 |
Reinforced Concrete Abutment | linear ft. | 164 | 146 | 18 | 0 | 0 |
Prestressed Concrete Pile | each | 216 | 192 | 17 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 13,570 | 13,416 | 127 | 27 | 0 |
Joints |
Strip Seal Joint | linear ft. | 167 | 0 | 56 | 86 | 25 |
Compression Joint | linear ft. | 42 | 0 | 24 | 18 | 0 |
Assembly with Seal | each | 1,501 | 1,202 | 4 | 7 | 288 |
Open Joint | linear ft. | 2,335 | 2,334 | 0 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 2,360 | 2,313 | 41 | 6 | 0 |
Movable Bearing | each | 154 | 138 | 3 | 13 | 0 |
Fixed Bearing | each | 128 | 0 | 128 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 64,212 | 58,239 | 5,949 | 24 | 0 |