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HUNT PLACE, N.E. over WATTS BRANCH

Map

Coordinates:
+38.90053, -76.94216
38°54'02" N, 76°56'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HUNT PLACE, N.E. over WATTS BRANCH
Structure number:0128
Location:HUNT PLACE OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [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:Basically intolerable requiring high priority of replacement [2]
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:79.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$5,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood250079.7
December 2015GoodGoodGoodGood250079.7
December 2013GoodGoodGoodGood250098.8
January 2012FairGoodSatisfactoryGood250098.8
April 2010FairGoodSatisfactoryGood250098.8
April 2008GoodGoodGoodGood250098.8
April 2006GoodVery GoodVery GoodVery Good450095.7
May 2004FairSatisfactoryVery GoodVery Good450095.7
June 2002GoodVery GoodVery GoodVery Good450095.7
March 2000FairSatisfactorySatisfactorySatisfactory450092.7
April 1998FairSatisfactorySatisfactorySatisfactory450092.7
September 1996FairSatisfactorySatisfactorySatisfactory450042.1
September 1994FairSatisfactorySatisfactorySatisfactory450042.3
March 1993FairSatisfactorySatisfactorySatisfactory450042.3
September 1990FairSatisfactorySatisfactorySatisfactory450042.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3693472200
Steel Protective Coatingsq. ft.2,3602,360000
Deck
Reinforced Concrete Decksq. ft.2,0361,9835300
Wearing Surfacessq. ft.2,0362,0162000
Substructure
Reinforced Concrete Abutmentlinear ft.99534600
Concrete Protective Coatingsq. ft.342342000
Joints
Pourable Jointlinear ft.44125270
Bearings
Enclosed/Concealed Bearingeach1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.84721200
Reinforced Concrete Bridge Raillinear ft.8483100