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DIVISION AVENUE over WATTS BRANCH

Map

Coordinates:
+38.89650, -76.92634
38°53'47" N, 76°55'35" W

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:2015
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]
Sufficiency rating:99.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodVery GoodGood290099.7
February 2015GoodGoodGoodGood290096.7
March 2014PoorPoorFairFair290082.7
March 2012PoorSeriousSatisfactoryPoor290064.6
March 2010PoorPoorSatisfactoryPoor290047.4
April 2008PoorPoorSatisfactoryPoor570049.7
April 2006PoorPoorFairFair570063.1
May 2004PoorPoorFairPoor570049.7
June 2002PoorPoorFairPoor570049.7
December 1999PoorPoorFairPoor570049.7
September 1997PoorPoorFairPoor570039.1
October 1995FairFairSatisfactoryFair570054.8
March 1993FairFairFairFair570055.0
October 1990FairFairSatisfactoryFair570055.0

Element Data

Source: National Bridge Elements dataset, 2018 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.115112300
Joints
Compression Jointlinear ft.120120000
Bearings
Elastomeric Bearingeach2402400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8080000
Reinforced Concrete Bridge Raillinear ft.8080000