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SR 1019 over OVER BRIAR CREEK

Map

Coordinates:
+41.05835, -76.26851
41°03'30" N, 76°16'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1019 over OVER BRIAR CREEK
Structure number:000000000041824
Old structure number:191019003000000 (from 1992 edition)
Location:0.5 MI. W. OF BERWICK
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,884 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016GoodVery GoodGoodGood188498.3
January 2014GoodVery GoodGoodGood188898.3
January 2012GoodVery GoodGoodGood253697.0
January 2010GoodVery GoodGoodGood256697.0
January 2008GoodVery GoodGoodGood256697.0
January 2006GoodVery GoodGoodGood267997.0
January 2004GoodVery GoodVery GoodVery Good261697.0
February 2003GoodVery GoodVery GoodVery Good261697.0
January 2002PoorFairPoorFair156847.4
January 2001PoorFairPoorFair156347.4
January 2000PoorSatisfactoryPoorFair153548.5
January 1999FairFairFairFair150561.0
January 1998PoorFairPoorFair150527.7
February 1997PoorSatisfactoryPoorFair164330.9
February 1996PoorSatisfactoryPoorFair164331.0
January 1995PoorSatisfactoryPoorFair143331.2
January 1994FairSatisfactoryFairSatisfactory140830.7
January 1993FairSatisfactoryFairSatisfactory140856.3
January 1992FairSatisfactoryFairSatisfactory133056.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.428428000
Deck
Reinforced Concrete Decksq. ft.1,7831,783000
Substructure
Reinforced Concrete Abutmentlinear ft.8383000
Joints
Pourable Jointlinear ft.7373000
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9898000