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BRADY RUN RD over SOUTH BRANCH BRADY RUN

Map

Coordinates:
+40.72299, -80.40823
40°43'23" N, 80°24'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRADY RUN RD over SOUTH BRANCH BRADY RUN
Structure number:000000000003745
Old structure number:044012005023500 (from 1992 edition)
Location:100'N.W.OF TWP.RD.301
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1936
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:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:101 [as of 2016]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:22.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$489,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairPoorFair10122.5
April 2015PoorFairPoorFair15930.1
April 2013FairFairFairFair16144.6
April 2012FairFairFairSatisfactory16444.9
April 2011FairFairFairSatisfactory16444.9
April 2010FairFairFairSatisfactory18244.8
April 2009FairFairFairSatisfactory18244.8
April 2008FairFairFairSatisfactory18144.8
April 2006FairFairFairSatisfactory18073.4
April 2005FairFairFairSatisfactory33173.3
April 2004FairFairFairSatisfactory32673.3
April 2003FairFairFairSatisfactory32373.3
April 2002FairFairFairSatisfactory31773.3
April 2001FairFairFairSatisfactory31373.3
April 2000FairFairFairSatisfactory31373.3
April 1999FairFairFairSatisfactory30773.3
April 1998FairFairFairSatisfactory30736.1
April 1997FairFairFairSatisfactory35836.0
April 1996FairFairFairSatisfactory35136.0
April 1995FairFairFairSatisfactory34436.1
April 1994FairFairFairSatisfactory33936.1
April 1993FairFairFairSatisfactory33536.1
April 1992FairFairFairSatisfactory33536.1
April 1991FairFairFairSatisfactory32536.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.73433000
Deck
Reinforced Concrete Decksq. ft.737730700
Wearing Surfacessq. ft.645645000
Superstructure
Steel Floor Beamlinear ft.104104000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Bearings
Enclosed/Concealed Bearingeach44000
Bridge Rail
Other Material Bridge Raillinear ft.8181000