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SR 2013,ROCKLAND R over OVER EAST SANDY CREEK

Map

Coordinates:
+41.31377, -79.72357
41°18'50" N, 79°43'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2013,ROCKLAND R over OVER EAST SANDY CREEK
Structure number:000000000033788
Old structure number:602013010000000 (from 1992 edition)
Location:CRANBERRY TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1986
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,708 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:47.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$224,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorGoodPoorPoor170847.9
July 2014PoorGoodPoorPoor136749.1
July 2012PoorGoodPoorPoor203446.7
July 2010PoorGoodPoorFair204546.7
July 2008FairGoodFairFair204562.8
July 2006FairVery GoodFairFair364058.8
July 2004FairVery GoodFairFair358658.9
August 2003FairVery GoodFairFair175265.6
July 2002FairVery GoodFairFair172365.6
October 2000FairVery GoodFairFair170565.7
August 1998FairVery GoodFairFair170565.7
July 1997FairVery GoodFairFair186765.3
July 1996FairVery GoodFairFair183065.3
June 1994FairVery GoodFairFair176965.5
May 1993FairVery GoodFairFair176965.5
June 1992FairVery GoodFairFair102067.4
July 1990FairVery GoodFairFair99169.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.25001111336
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.3540331230
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.3503140
Reinforced Concrete Abutmentlinear ft.1300112180
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.264264000