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BAILEY AVENUE over ICGRR (STONEWALL STREET)

Map

Coordinates:
+32.33547, -90.19271
32°20'08" N, 90°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAILEY AVENUE over ICGRR (STONEWALL STREET)
Structure number:SA2500000000237
Location:SEC 27 T 6N R 1W
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:766.1 ft. [233.5 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Steel continuous [4]
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:Open, no restriction [A]
Average daily traffic:16,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.8 tons [35.3 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:67.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,098,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201567.0FairSatisfactoryVery GoodVery Good-16000
October 201367.0GoodGoodVery GoodVery Good-16000
December 201181.1GoodVery GoodVery GoodVery Good-16000
February 201081.1GoodVery GoodVery GoodVery Good-16000
November 200781.1GoodVery GoodVery GoodVery Good-16000
November 200581.1GoodVery GoodVery GoodVery Good-16000
February 200481.1GoodVery GoodVery GoodVery Good-16000
February 200281.1GoodVery GoodVery GoodVery Good-16000
February 200081.3GoodVery GoodVery GoodVery Good-14500
March 199881.3GoodVery GoodVery GoodVery Good-14500
April 199681.3GoodVery GoodVery GoodVery Good-14500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,2806,280000
Steel Protective Coatingsq. ft.61,1000061,1000
Deck
Reinforced Concrete Decksq. ft.43,4880043,4880
Substructure
Reinforced Concrete Columneach2828000
Reinforced Concrete Pier Walllinear ft.240240000
Reinforced Concrete Abutmentlinear ft.120111090
Reinforced Concrete Pier Caplinear ft.739737200
Joints
Compression Jointlinear ft.45500189266
Bearings
Movable Bearingeach8888000
Fixed Bearingeach5656000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,5321,532000
Reinforced Concrete Bridge Raillinear ft.1,5321,532000