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SR 1010 over RAYSTOWN BR JUNIATA RIV

Map

Coordinates:
+40.01508, -78.30436
40°00'54" N, 78°18'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1010 over RAYSTOWN BR JUNIATA RIV
Structure number:000000000004172
Old structure number:051010004000000 (from 1992 edition)
Location:3 MI.E.OF EVERETT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:125.0 ft. [38.1 m]
Total length:257.9 ft. [78.6 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2010
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:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:146 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:71.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,272,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactoryGood14671.8
May 2016FairGoodSatisfactoryGood14771.8
May 2014FairGoodSatisfactoryGood14871.8
May 2012FairGoodSatisfactoryGood15071.8
November 2010FairExcellentSatisfactoryGood17171.8
July 2009PoorSeriousPoorSatisfactory17134.6
July 2007PoorPoorPoorSatisfactory17036.6
August 2005PoorPoorPoorSatisfactory22436.1
August 2004PoorPoorPoorSatisfactory22036.1
July 2003PoorFairPoorSatisfactory21738.2
August 2002FairFairFairSatisfactory21746.5
July 2001FairFairFairSatisfactory18046.5
August 2000FairFairFairSatisfactory18046.5
August 1999FairFairFairSatisfactory17646.5
July 1998FairFairFairSatisfactory17346.6
July 1997FairFairFairSatisfactory17042.1
August 1996FairFairFairSatisfactory17042.1
August 1995FairFairFairSatisfactory13743.2
August 1994FairFairFairSatisfactory13548.2
September 1993FairFairSatisfactorySatisfactory13350.2
July 1992FairSatisfactorySatisfactorySatisfactory13351.2
June 1991FairFairSatisfactorySatisfactory12850.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,5041,504000
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.5,1775,177000
Superstructure
Steel Trusslinear ft.501501000
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.352352000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.106106000
Joints
Strip Seal Jointlinear ft.3838000
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.518518000