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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 2017

Good/Fair/Poor Condition:Good
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:97.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201797.0GoodGoodGoodGood-5500
February 201594.0GoodGoodGoodGood-5500
June 201282.0FairFairFairFair-5500
June 201064.0FairFairFairFairFO5500
June 200864.0FairFairFairFairFO5500
June 200664.0PoorPoorFairSatisfactorySD5300
May 200464.0PoorPoorFairSatisfactorySD5300
June 200278.0FairSatisfactorySatisfactorySatisfactoryFO5300
November 199978.0FairSatisfactorySatisfactorySatisfactoryFO5300
September 199774.9FairSatisfactorySatisfactorySatisfactoryFO5300
September 199578.0GoodGoodGoodGoodFO5300
March 199381.0FairSatisfactorySatisfactorySatisfactoryFO5300
October 199081.0FairSatisfactorySatisfactorySatisfactoryFO5300