+32.54995, -89.51191
32°32'60" N, 89°30'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000124
Location:SEC 7 T 8N R 8E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1999
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:3
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2012]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$330,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.0GoodVery GoodVery GoodGood-40
December 201399.0GoodVery GoodVery GoodVery Good-40
December 201178.5GoodVery GoodVery GoodVery Good-40
December 200978.5GoodVery GoodVery GoodVery Good-40
January 200878.5GoodVery GoodVery GoodVery Good-50
October 200578.5GoodVery GoodVery GoodVery Good-50
December 200378.5GoodVery GoodVery GoodVery Good-50
December 200178.5GoodVery GoodVery GoodVery Good-50
December 199978.5GoodVery GoodVery GoodVery Good-50
December 199835.9PoorSatisfactorySatisfactorySeriousSD50
November 199735.9PoorSatisfactorySatisfactorySeriousSD50
December 199535.9PoorSatisfactorySatisfactorySeriousSD50