+32.33981, -90.16473
32°20'23" N, 90°09'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000235
Location:SEC 26 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:58.1 ft. [17.7 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:46.3 ft. [14.1 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]
Main span material:Prestressed concrete [5]
Main span 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: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2014]
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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:72.7 tons [66.1 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.0GoodVery GoodVery GoodVery Good-300
February 201495.0GoodVery GoodVery GoodVery Good-300
February 201295.0GoodVery GoodVery GoodVery Good-300
February 201095.0GoodVery GoodVery GoodVery Good-300
November 200795.0GoodVery GoodVery GoodVery Good-300
November 200595.0GoodVery GoodVery GoodVery Good-300
February 200495.0GoodVery GoodVery GoodVery Good-300
February 200295.0GoodVery GoodVery GoodVery Good-300
February 200095.0GoodVery GoodVery GoodVery Good-280
March 199895.0GoodVery GoodVery GoodVery Good-280
April 199695.0GoodVery GoodVery GoodVery Good-280