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PENNSYLVANIA AV over BRADYS RUN CREEK

Map

Coordinates:
+40.71511, -80.30550
40°42'54" N, 80°18'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PENNSYLVANIA AV over BRADYS RUN CREEK
Structure number:000000000003494
Old structure number:040051026003800 (from 1992 edition)
Location:200' S.E. OF SR 4027
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:13,497 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:72.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$724,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory1349772.1
August 2016FairSatisfactorySatisfactorySatisfactory1349772.1
August 2014FairSatisfactorySatisfactorySatisfactory1504073.6
August 2012FairSatisfactorySatisfactorySatisfactory813575.1
August 2010FairSatisfactorySatisfactoryFair769963.7
August 2008FairSatisfactorySatisfactoryFair769963.7
August 2006PoorPoorCriticalCritical158234.0
August 2004PoorPoorPoorSerious1753117.6
August 2002PoorPoorPoorSerious1739217.6
August 2000PoorPoorPoorSerious1376817.6
August 1998PoorPoorPoorSerious1376817.6
August 1996PoorPoorPoorSerious1653417.6
August 1994PoorFairPoorSerious1587621.0
August 1992PoorFairPoorSerious1565621.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.7474000
Reinforced Concrete Abutmentlinear ft.240240000
Joints
Other Jointlinear ft.144144000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.128128000
Deck
Reinforced Concrete Slabsq. ft.3,27403,27400