+32.48988, -89.35423
32°29'24" N, 89°21'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA6200000000143
Location:SEC 34 T 8N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1974
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:6
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 

Status:Open, no restriction [A]
Average daily traffic:180 [as of 2012]
Truck traffic:8% of total traffic
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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201596.9Not deficientVery GoodVery GoodGood180
December 201396.9Not deficientVery GoodVery GoodGood180
December 201176.4Not deficientVery GoodVery GoodGood180
December 200976.4Not deficientVery GoodVery GoodVery Good180
January 200873.2Not deficientVery GoodVery GoodVery Good320
September 200573.2Not deficientVery GoodVery GoodVery Good320
December 200373.2Not deficientVery GoodVery GoodVery Good320
December 200173.2Not deficientVery GoodVery GoodVery Good320
December 199976.4Not deficientVery GoodVery GoodVery Good200
November 199776.4Not deficientVery GoodVery GoodVery Good200
December 199576.4Not deficientVery GoodVery GoodVery Good200