+32.25835, -90.22180
32°15'30" N, 90°13'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA2500000000148
Location:SEC 20 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,000 [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:Basically intolerable requiring high priority of replacement [2]
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:94.5 tons [85.9 metric tons]
Inventory rating:51.4 tons [46.7 metric tons]
Sufficiency rating:79.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$447,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201679.3GoodVery GoodVery GoodVery GoodFO14000
September 201479.3GoodVery GoodVery GoodVery GoodFO14000
February 201379.3GoodVery GoodVery GoodVery GoodFO14000
February 201179.3GoodVery GoodVery GoodVery GoodFO14000
February 201079.3GoodVery GoodVery GoodVery GoodFO14000
November 200781.4GoodVery GoodVery GoodVery Good-14000
December 200581.4GoodVery GoodVery GoodVery Good-14000
February 200481.4GoodVery GoodVery GoodVery Good-14000
January 200281.4GoodVery GoodVery GoodVery Good-14000
February 200081.6GoodVery GoodVery GoodVery Good-11610
March 199881.6GoodVery GoodVery GoodVery Good-11610
April 199681.6GoodVery GoodVery GoodVery Good-11610