+32.64011, -90.07323
32°38'24" N, 90°04'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA4500000000062
Location:SEC 10 T 9N R 2E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:373.0 ft. [113.7 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:1983
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:19
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:Posted for load [P]
Average daily traffic:100 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:97.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$755,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201697.9GoodVery GoodVery GoodGood-100
November 201497.9GoodVery GoodVery GoodGood-100
December 201271.5GoodVery GoodVery GoodGood-100
December 201077.5GoodVery GoodVery GoodGood-100
January 201077.5GoodVery GoodVery GoodGood-100
February 200877.5FairVery GoodVery GoodSatisfactory-100
January 200677.5FairVery GoodVery GoodSatisfactory-100
January 200477.5FairVery GoodVery GoodSatisfactory-100
January 200277.5FairVery GoodVery GoodSatisfactory-100
January 200077.5GoodVery GoodVery GoodGood-50
March 199877.5GoodVery GoodVery GoodGood-50
January 199677.5GoodVery GoodVery GoodGood-50