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DIVISION AVENUE over WATTS BRANCH

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DIVISION AVENUE over WATTS BRANCH
Structure number:0204
Location:DIV AVE OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1951
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: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:99.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201799.7GoodGoodVery GoodGood-2900
February 201596.7GoodGoodGoodGood-2900
March 201482.7PoorPoorFairFairSD2900
March 201264.6PoorSeriousSatisfactoryPoorSD2900
March 201047.4PoorPoorSatisfactoryPoorSD2900
April 200849.7PoorPoorSatisfactoryPoorSD5700
April 200663.1PoorPoorFairFairSD5700
May 200449.7PoorPoorFairPoorSD5700
June 200249.7PoorPoorFairPoorSD5700
December 199949.7PoorPoorFairPoorSD5700
September 199739.1PoorPoorFairPoorSD5700
October 199554.8FairFairSatisfactoryFairFO5700
March 199355.0FairFairFairFairFO5700
October 199055.0FairFairSatisfactoryFairFO5700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.555555000
Steel Protective Coatingsq. ft.3,3003,300000
Deck
Reinforced Concrete Decksq. ft.2,0672,067000
Wearing Surfacessq. ft.1,56078077910
Substructure
Reinforced Concrete Abutmentlinear ft.115011500
Joints
Compression Jointlinear ft.120120000
Bearings
Elastomeric Bearingeach2402400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8080000
Reinforced Concrete Bridge Raillinear ft.8080000