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WOODROW WILSON over ICGRR (MILL STREET)

Map

Coordinates:
+32.32676, -90.18718
32°19'36" N, 90°11'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODROW WILSON over ICGRR (MILL STREET)
Structure number:SA2500000000260
Location:SEC 33 T 6N R 1E
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:938.0 ft. [285.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
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:21
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:28,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.0 tons [39.1 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:50.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,529,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201550.6FairSatisfactoryFairGoodFO28000
September 201450.6FairSatisfactoryFairFairFO28000
October 201350.6FairSatisfactoryFairFairFO28000
October 201250.4FairSatisfactoryFairFairFO28000
December 201139.8FairSatisfactoryFairFairFO28000
February 201139.8FairSatisfactoryGoodFairFO28000
February 201039.8FairGoodGoodFairFO28000
January 200939.8FairGoodSatisfactoryFairFO28000
November 200739.8FairGoodSatisfactoryFairFO28000
November 200541.3FairGoodSatisfactoryFairFO22000
February 200441.3FairGoodSatisfactoryFairFO22000
February 200241.3FairGoodSatisfactoryFairFO22000
February 200040.8FairGoodGoodFairFO24000
March 199840.8FairGoodGoodFairFO24000
April 199640.8FairGoodGoodFairFO24000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.7,52007,486340
Steel Protective Coatingsq. ft.61,2504,555056,6950
Deck
Reinforced Concrete Decksq. ft.42,967042,924430
Wearing Surfacessq. ft.41,27241,272000
Substructure
Reinforced Concrete Columneach4004000
Reinforced Concrete Abutmentlinear ft.9290020
Reinforced Concrete Pier Caplinear ft.9639531000
Joints
Strip Seal Jointlinear ft.9393000
Pourable Jointlinear ft.1,1001,100000
Bearings
Movable Bearingeach1681601520
Fixed Bearingeach168001680
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,8801,880000