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WESTWOOD RD over UPPER DRY RUN

Map

Coordinates:
+40.66078, -80.47903
40°39'39" N, 80°28'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTWOOD RD over UPPER DRY RUN
Structure number:000000000003770
Old structure number:044034002600000 (from 1992 edition)
Location:100' N.W. OF SR 0168
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:228 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:97.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$54,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodGood22897.4
July 2015PoorFairSeriousFair23135.7
July 2013PoorFairSeriousFair27131.1
July 2012PoorFairSeriousFair27631.1
July 2010Poor-SeriousFair27846.0
July 2008Poor-SeriousFair28734.5
July 2006FairSatisfactoryFairFair28277.4
July 2004FairSatisfactoryFairFair32077.4
July 2002FairSatisfactoryFairFair31177.4
July 2000FairSatisfactoryFairFair30777.4
July 1998FairSatisfactoryFairFair15981.9
July 1996FairSatisfactorySatisfactoryFair15081.9
July 1994PoorSatisfactorySatisfactoryPoor14566.4
July 1992Fair-SatisfactoryFair14382.4
July 1990Fair-SatisfactoryFair13882.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2432110230
Substructure
Reinforced Concrete Abutmentlinear ft.105100500
Bearings
Enclosed/Concealed Bearingeach1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5858000
Steel Protective Coatingsq. ft.10,75310,753000