Share:

PA 995; SR 0995 over WELSH RUN

Map

Coordinates:
+39.76782, -77.84754
39°46'04" N, 77°50'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 995; SR 0995 over WELSH RUN
Structure number:000000000017449
Old structure number:280995006017070 (from 1992 edition)
Location:.25 MI N E OF WELSH RUN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:982 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$133,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorFairPoorFair98253.0
December 2015PoorFairPoorPoor98253.0
December 2013FairFairFairSatisfactory117069.3
January 2012FairFairFairSatisfactory113869.3
January 2010FairSatisfactoryFairSatisfactory124170.2
January 2008FairSatisfactoryFairSatisfactory121570.2
February 2006FairSatisfactoryFairSatisfactory116370.3
March 2004FairSatisfactorySatisfactorySatisfactory114281.6
March 2002FairSatisfactorySatisfactorySatisfactory111778.6
March 2000FairSatisfactorySatisfactorySatisfactory110578.6
February 1998FairSatisfactorySatisfactorySatisfactory109678.6
January 1996FairSatisfactorySatisfactoryGood100179.2
November 1993FairSatisfactorySatisfactoryGood95879.2
January 1992FairSatisfactorySatisfactoryGood95879.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3633154080
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.85871214600
Substructure
Masonry Abutmentlinear ft.9484550
Bearings
Enclosed/Concealed Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.66333300
Steel Protective Coatingsq. ft.10,75310,753000