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58TH STREET N.E. over WATTS BRANCH NE

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.300300000
Deck
Reinforced Concrete Decksq. ft.2,1602,160000
Wearing Surfacessq. ft.2,1602,160000
Substructure
Reinforced Concrete Abutmentlinear ft.120012000
Joints
Compression Jointlinear ft.118118000
Bearings
Elastomeric Bearingeach1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7979000
Steel Protective Coatingsq. ft.247247000