+32.27579, -90.26597
32°16'33" N, 90°15'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA2500000000139
Location:SEC 14 T 5N R 1W B
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,700 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$673,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.6GoodVery GoodVery GoodVery GoodFO9700
February 201592.6GoodVery GoodVery GoodVery GoodFO9700
February 201392.6GoodVery GoodVery GoodVery GoodFO9700
February 201192.6GoodVery GoodVery GoodVery GoodFO9700
February 201092.6GoodVery GoodVery GoodVery GoodFO9700
November 200795.6GoodVery GoodVery GoodVery Good-9700
November 200595.6GoodVery GoodVery GoodVery Good-9700
February 200495.6GoodVery GoodVery GoodVery Good-9700
January 200295.6GoodVery GoodVery GoodVery Good-9700
February 200096.0GoodVery GoodVery GoodVery Good-7250
March 199896.0GoodVery GoodVery GoodVery Good-7250
April 199696.0GoodVery GoodVery GoodVery Good-7250