+32.51655, -89.45937
32°30'60" N, 89°27'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000130
Location:SEC 27 T 8N R 8E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1995
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:Prestressed concrete [5]
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2013]
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:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:71.0 tons [64.5 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$710,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.9GoodVery GoodVery GoodVery Good-120
December 201399.9GoodVery GoodVery GoodVery Good-120
December 201199.9GoodVery GoodVery GoodVery Good-120
December 200999.9GoodVery GoodVery GoodVery Good-120
January 200899.9GoodVery GoodVery GoodVery Good-160
October 200599.9GoodVery GoodVery GoodVery Good-200
December 200399.9GoodVery GoodVery GoodVery Good-200
December 200199.9GoodVery GoodVery GoodVery Good-200
December 199999.9GoodExcellentExcellentExcellent-200
November 199799.9GoodExcellentExcellentExcellent-200
December 199599.9GoodExcellentExcellentExcellent-200