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ST MARYS CH ROAD over BRANCH

Map 

Coordinates:
+32.97716, -89.92572
32°58'38" N, 89°55'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST MARYS CH ROAD over BRANCH
Structure number:SA3300000000112
Location:SEC 13 T 9N R20W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1984
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:2
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: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$85,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201584.0FairVery GoodVery GoodFair-50
August 201384.0FairVery GoodVery GoodFair-50
August 201185.0FairVery GoodVery GoodFair-50
August 200965.5FairVery GoodVery GoodFair-50
November 200775.5GoodVery GoodVery GoodGood-50
November 200575.5GoodVery GoodVery GoodGood-50
December 200475.5GoodVery GoodVery GoodGood-50
December 200334.9PoorVery GoodVery GoodImminent FailureSD50
January 200278.5GoodVery GoodVery GoodGood-50
November 199978.5GoodVery GoodVery GoodGood-50
December 199778.5GoodVery GoodVery GoodGood-50
January 199678.5GoodVery GoodVery GoodVery Good-50