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STH 241 SB - S 27T over IH 43/894

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 241 SB - S 27T over IH 43/894
Structure number:B40083500000000
Location:1.1 MI S JCT STH 36
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:104.3 ft. [31.8 m]
Total length:364.2 ft. [111.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:30,700 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.4 tons [53.1 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:74.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,763,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201574.4Not deficientGoodGoodGood30700
November 201374.4Not deficientGoodVery GoodVery Good30700
December 201175.9Not deficientGoodExcellentExcellent11690
December 200936.5Not deficientExcellentExcellentExcellent37000