US 84 over MISSISSIPPI RIVER
Map
Coordinates:
+31.55600, -91.4161931°33'22" N, 91°24'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 84 over MISSISSIPPI RIVER |
Structure number: | 21000840010001A |
Location: | MISS/LA STATE LINE |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 875.0 ft. [266.7 m] |
Total length: | 4205.3 ft. [1281.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Vertical clearance below bridge: | 59.1 ft. [18.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 12,000 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 50.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $999,999,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Satisfactory | 12000 | 50.4 |
October 2016 | Fair | Satisfactory | Fair | Satisfactory | 11500 | 47.8 |
October 2014 | Fair | Satisfactory | Fair | Satisfactory | 11500 | 48.9 |
September 2012 | Fair | Satisfactory | Fair | Satisfactory | 11500 | 50.5 |
December 2010 | Fair | Good | Fair | Satisfactory | 12000 | 50.5 |
March 2010 | Fair | Good | Fair | Satisfactory | 12000 | 50.5 |
December 2008 | Poor | Good | Poor | Satisfactory | 13000 | 41.8 |
September 2007 | Fair | Good | Fair | Satisfactory | 13000 | 53.4 |
May 2006 | Fair | Very Good | Satisfactory | Satisfactory | 12000 | 63.7 |
January 2003 | Fair | Very Good | Good | Satisfactory | 12000 | 63.7 |
October 2001 | Fair | Very Good | Good | Satisfactory | 13000 | 59.6 |
August 2000 | Fair | Good | Fair | Satisfactory | 11690 | 49.5 |
February 2000 | Fair | Very Good | Good | Satisfactory | 11690 | 59.7 |
February 1999 | Fair | Very Good | Good | Satisfactory | 11690 | 59.7 |
May 1996 | Good | Very Good | Very Good | Good | 11690 | 50.5 |
February 1995 | Good | Very Good | Very Good | Very Good | 11690 | 50.5 |
December 1991 | Good | Very Good | Very Good | Very Good | 11690 | 50.5 |
December 1989 | Good | Good | Very Good | Very Good | 11690 | 57.6 |
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. | 1,640 | 1,520 | 120 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28,569 | 0 | 0 | 28,554 | 15 |
Steel Stringer | linear ft. | 11,492 | 11,222 | 0 | 270 | 0 |
Steel Protective Coating | sq. ft. | 102,202 | 95,004 | 1,080 | 6,118 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 100,776 | 0 | 100,776 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 7,328 | 0 | 1,210 | 6,118 | 0 |
Steel Protective Coating | sq. ft. | 551,516 | 468,000 | 52,758 | 30,758 | 0 |
Steel Floor Beam | linear ft. | 3,376 | 3,099 | 264 | 13 | 0 |
Steel Protective Coating | sq. ft. | 51,645 | 0 | 0 | 51,645 | 0 |
Steel Pin or Pin & Hangar Assembly | each | 78 | 18 | 6 | 54 | 0 |
Steel Protective Coating | sq. ft. | 780 | 0 | 540 | 240 | 0 |
Steel Gusset Plate | each | 396 | 0 | 0 | 396 | 0 |
Steel Protective Coating | sq. ft. | 3,960 | 0 | 0 | 2,970 | 990 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 192 | 0 | 192 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 100 | 0 | 100 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 133 | 133 | 0 | 0 | 0 |
Joints |
Open Joint | linear ft. | 600 | 576 | 0 | 24 | 0 |
Assembly without Seal Joint | linear ft. | 144 | 144 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 4 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 120 | 0 | 40 | 80 | 0 |
Fixed Bearing | each | 22 | 22 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 220 | 220 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 8,398 | 8,188 | 210 | 0 | 0 |
Steel Protective Coating | sq. ft. | 83,980 | 0 | 83,980 | 0 | 0 |