+32.39411, -90.13208
32°23'39" N, 90°07'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA2500000000277
Location:SEC 6 T 6N R 2E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:45.9 ft. [14.0 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 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:2
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,450 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201683.8GoodGoodVery GoodVery Good-1450
February 201483.8GoodVery GoodVery GoodVery Good-1450
February 201283.8GoodVery GoodVery GoodVery Good-1450
February 201091.4GoodVery GoodVery GoodVery Good-1450
November 200791.4GoodVery GoodVery GoodVery Good-1450
November 200591.4GoodVery GoodVery GoodVery Good-1450
February 200491.4GoodVery GoodVery GoodVery Good-1450
January 200291.3GoodVery GoodVery GoodVery Good-1450
February 200091.4GoodVery GoodVery GoodVery Good-1368
March 199891.4GoodVery GoodVery GoodVery Good-1368
April 199691.4GoodVery GoodVery GoodVery Good-1368