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WELSH ROAD over PAULS RUN

Map

Coordinates:
+40.09176, -75.04737
40°05'30" N, 75°02'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WELSH ROAD over PAULS RUN
Structure number:000000000038769
Old structure number:671011008002550 (from 1992 edition)
Location:AT ALBURGER AVENUE3372C06
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:State Highway Agency [01]
Year built:1968
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,948 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:80.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$373,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryFair1794880.1
February 2014FairGoodSatisfactoryFair1100482.4
February 2012FairGoodSatisfactoryFair841783.2
March 2010FairGoodSatisfactoryFair843983.2
March 2008FairGoodSatisfactoryFair843983.2
March 2006FairGoodSatisfactoryFair1572879.9
February 2004FairGoodSatisfactoryFair1661279.6
February 2002FairGoodSatisfactorySatisfactory1846591.7
August 1999FairGoodSatisfactorySatisfactory1811990.8
September 1997FairGoodGoodSatisfactory2347889.3
October 1995FairGoodSatisfactorySatisfactory1590392.2
February 1994FairGoodGoodSatisfactory1351992.9
February 1992FairGoodGoodSatisfactory1336794.0
March 1990FairGoodGoodSatisfactory1307993.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.342340200
Deck
Reinforced Concrete Decksq. ft.2,1612,161000
Wearing Surfacessq. ft.1,5651,565000
Substructure
Reinforced Concrete Abutmentlinear ft.1831731000
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5252000