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IH I43 SB TO HIGHL over STH 145

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

Facts 

Name:IH I43 SB TO HIGHL over STH 145
Structure number:B40068700000000
Location:I43
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.3 ft. [39.1 m]
Total length:328.4 ft. [100.1 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:92.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,947,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.3Not deficientGoodGoodVery Good8900
July 201290.3Not deficientGoodGoodVery Good8900
July 201092.8Not deficientGoodVery GoodVery Good6300
July 200891.9Not deficientExcellentExcellentExcellent10800
April 200694.0Not deficientExcellentExcellentExcellent10800