+32.01584, -90.37329
32°00'57" N, 90°22'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA1500000000062
Location:SEC 14 T 2N R 2W B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:95.1 ft. [29.0 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:2009
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:5
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2015]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$256,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201689.9GoodVery GoodVery GoodVery Good-220
November 201489.9GoodVery GoodVery GoodVery Good-220
November 201269.5GoodVery GoodVery GoodVery Good-220
November 201069.5GoodVery GoodVery GoodVery Good-220
October 200969.5GoodVery GoodVery GoodVery Good-220
October 200769.5FairVery GoodVery GoodSatisfactory-220
December 200569.5FairGoodGoodSatisfactory-160
January 200469.5FairGoodGoodSatisfactory-160
December 200169.5FairGoodGoodSatisfactory-160
December 199969.5GoodGoodGoodGood-160
February 199869.5GoodGoodGoodGood-160
February 199669.5GoodGoodGoodGood-160