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BAILEY AVENUE over ICGRR (STONEWALL STREET)

Map

Coordinates:
+32.33547, -90.19271
32°20'08" N, 90°11'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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