+33.18248, -90.96884
33°10'57" N, 90°58'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA7600000000148
Location:SEC 31 T16N R 8W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:2000
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
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:180 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:94.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$325,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201694.4FairSatisfactorySatisfactorySatisfactory-180
January 201594.4FairSatisfactorySatisfactorySatisfactory-180
January 201373.9FairSatisfactorySatisfactorySatisfactory-180
January 201170.2FairSatisfactorySatisfactoryGood-180
January 201070.2GoodGoodGoodGood-180
February 200870.2GoodGoodGoodGood-180
February 200634.7GoodGoodGoodGood-180
January 200471.9GoodGoodGoodGood-180
March 200271.9GoodGoodGoodGood-180
February 200171.9GoodGoodGoodGood-180
February 200035.7PoorFairSeriousCriticalSD180
March 199935.7PoorFairSeriousCriticalSD180
February 199673.7FairSatisfactorySatisfactorySatisfactory-180