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44TH STREET N.E. over WATTS BRANCH

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:44TH STREET N.E. over WATTS BRANCH
Structure number:0129
Location:44TH ST OVER WATTS BRANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1956
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:8,600 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:73.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201773.2GoodVery GoodGoodGoodFO8600
February 201573.2GoodGoodGoodGoodFO8600
June 201255.2PoorSeriousFairPoorSD8600
July 201054.2PoorSeriousFairPoorSD8600
April 200856.2PoorPoorFairPoorSD8600
August 200682.0FairFairFairFair-4000
August 200496.0FairSatisfactoryVery GoodVery Good-4000
September 200284.0FairFairFairFair-4000
January 200185.0FairSatisfactorySatisfactoryFair-4000
September 199885.0FairSatisfactorySatisfactoryFair-4000
October 199685.0FairSatisfactorySatisfactoryFair-4000
September 199496.0FairSatisfactorySatisfactorySatisfactory-4000
March 199395.0FairFairSatisfactorySatisfactory-4000
September 199095.0FairFairSatisfactorySatisfactory-4000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.296296000
Steel Protective Coatingsq. ft.1,67801,1405380
Deck
Reinforced Concrete Decksq. ft.2,1002,100000
Substructure
Reinforced Concrete Abutmentlinear ft.9209200
Joints
Compression Jointlinear ft.9292000
Bearings
Elastomeric Bearingeach1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9292000
Steel Protective Coatingsq. ft.295295000