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58TH STREET N.E. over WATTS BRANCH NE

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

Facts 

Name:58TH STREET N.E. over WATTS BRANCH NE
Structure number:0132
Location:58TH ST OVER WATTS BRANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:36.1 ft. [11.0 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2007]
Truck traffic:1% of total traffic
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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:94.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201594.0Not deficientGoodGoodGood5500
June 201282.0Not deficientFairFairFair5500
June 201064.0Functionally obsoleteFairFairFair5500
June 200864.0Functionally obsoleteFairFairFair5500
June 200664.0Structurally deficientPoorFairSatisfactory5300
May 200464.0Structurally deficientPoorFairSatisfactory5300
June 200278.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5300
November 199978.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5300
September 199774.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5300
September 199578.0Functionally obsoleteGoodGoodGood5300
March 199381.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5300
October 199081.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5300