+32.97716, -89.92572
32°58'38" N, 89°55'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA3300000000112
Location:SEC 13 T 9N R20W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$85,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201584.0Not deficientVery GoodVery GoodFair50
August 201384.0Not deficientVery GoodVery GoodFair50
August 201185.0Not deficientVery GoodVery GoodFair50
August 200965.5Not deficientVery GoodVery GoodFair50
November 200775.5Not deficientVery GoodVery GoodGood50
November 200575.5Not deficientVery GoodVery GoodGood50
December 200475.5Not deficientVery GoodVery GoodGood50
December 200334.9Structurally deficientVery GoodVery GoodImminent Failure50
January 200278.5Not deficientVery GoodVery GoodGood50
November 199978.5Not deficientVery GoodVery GoodGood50
December 199778.5Not deficientVery GoodVery GoodGood50
January 199678.5Not deficientVery GoodVery GoodVery Good50