+32.46636, -89.73322
32°27'59" N, 89°43'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000062
Location:SEC 12 T 7N R 5E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 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:1994
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:87.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$330,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.9FairVery GoodGoodFair-100
December 201587.9FairVery GoodGoodFair-100
December 201487.9FairVery GoodGoodFair-100
December 201387.9FairVery GoodVery GoodFair-100
December 201280.8FairVery GoodVery GoodFair-100
January 201178.5FairVery GoodVery GoodSatisfactory-100
December 200978.5GoodVery GoodVery GoodVery Good-100
January 200878.5GoodVery GoodVery GoodVery Good-100
October 200578.5GoodVery GoodVery GoodVery Good-100
December 200378.5GoodVery GoodVery GoodVery Good-100
December 200178.5GoodVery GoodVery GoodVery Good-100
December 199978.5GoodVery GoodVery GoodVery Good-100
December 199778.5GoodVery GoodVery GoodVery Good-100
December 199578.5GoodVery GoodVery GoodVery Good-100