+32.24029, -90.23683
32°14'25" N, 90°14'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA2500000000156
Location:SEC 30 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,900 [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:Meets minimum tolerable limits to be left in place as is [4]
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:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:92.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.1GoodVery GoodVery GoodVery Good-2900
February 201592.1GoodVery GoodVery GoodVery Good-2900
February 201392.1GoodVery GoodVery GoodVery Good-2900
February 201192.1GoodVery GoodVery GoodVery Good-2900
February 201092.1GoodVery GoodVery GoodVery Good-2900
November 200792.1GoodVery GoodVery GoodVery Good-2900
December 200592.1GoodVery GoodVery GoodVery Good-2900
February 200492.1GoodVery GoodVery GoodVery Good-2900
January 200292.1GoodExcellentExcellentExcellent-2900
February 200091.5GoodExcellentExcellentExcellent-4900
March 199891.5GoodExcellentExcellentExcellent-4900
April 199691.5GoodExcellentExcellentExcellent-4900