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LRD 11TH STREET over RAMP IH43 SB-IH94WB

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

Facts 

Name:LRD 11TH STREET over RAMP IH43 SB-IH94WB
Structure number:B40068300020000
Location:0.1MI S JCT WELLS ST
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:71.9 ft. [21.9 m]
Total length:251.7 ft. [76.7 m]
Roadway width between curbs:58.7 ft. [17.9 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:20.3 ft. [6.2 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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:5,800 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:77.2 tons [70.2 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:89.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,728,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201489.7Not deficientGoodVery GoodVery Good5800
September 201289.7Not deficientGoodVery GoodVery Good5800
September 201088.6Not deficientVery GoodVery GoodVery Good5800
May 200991.0Not deficientVery GoodExcellentVery Good99
May 200795.0Not deficientExcellentExcellentExcellent99