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OLD HILLSBORO RD over RELIEF FOR TALLABOGUE CK

Map 

Coordinates:
+32.40584, -89.48018
32°24'21" N, 89°28'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HILLSBORO RD over RELIEF FOR TALLABOGUE CK
Structure number:SA6200000000091
Location:SEC 33 T 7N R 8E B
Purpose:Carries highway over relief for 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:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1966
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: December 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:510 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:24.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201624.3PoorGoodGoodPoorSD510
December 201524.3PoorGoodGoodPoorSD510
December 201424.3PoorGoodGoodPoorSD510
December 201324.3PoorGoodGoodPoorSD510
December 201251.5FairGoodGoodFair-510
January 201150.7FairGoodGoodFair-510
December 200950.7FairGoodGoodFair-510
January 200950.7FairGoodGoodFair-510
January 200850.7FairGoodGoodFair-510
October 200553.3FairGoodGoodFair-400
December 200353.3FairGoodGoodFair-400
December 200163.3FairGoodGoodSatisfactory-400
December 199963.3GoodVery GoodVery GoodGood-400
December 199763.3GoodVery GoodVery GoodGood-400
December 199563.3GoodVery GoodVery GoodGood-400