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REEDTOWN ROAD over TRIB TO WHITE OAK CREEK

Map

Coordinates:
+32.04321, -90.66797
32°02'36" N, 90°40'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:REEDTOWN ROAD over TRIB TO WHITE OAK CREEK
Structure number:SA1500000000189
Location:SEC 2 T12N R 5E B
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:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1971
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2015]
Deck condition:Good [7 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$175,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201697.0FairGoodSatisfactorySatisfactory-60
November 201597.0FairGoodSatisfactorySatisfactory-60
November 201497.0FairGoodGoodSatisfactory-60
November 201397.0FairGoodGoodSatisfactory-60
November 201276.5FairGoodGoodSatisfactory-60
November 201176.5FairGoodGoodSatisfactory-60
November 201076.5FairGoodGoodSatisfactory-60
October 200976.5FairGoodGoodSatisfactory-60
October 200776.5FairVery GoodGoodSatisfactory-60
December 200566.4FairGoodGoodFair-90
January 200466.4FairGoodGoodFair-90
December 200166.4FairGoodGoodFair-90
December 199976.5FairVery GoodGoodSatisfactory-60
February 199876.5FairVery GoodGoodSatisfactory-60
February 199676.5FairVery GoodGoodSatisfactory-60