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TR 6 WB CASEY HWY over AYLESWORTH SPILLWAY & RD

Map

Coordinates:
+41.52076, -75.53310
41°31'15" N, 75°31'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 6 WB CASEY HWY over AYLESWORTH SPILLWAY & RD
Structure number:000000000039586
Old structure number:350006044522200 (from 1992 edition)
Location:ARCHBALD BORO AYLESWORTH
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:170.0 ft. [51.8 m]
Total length:314.0 ft. [95.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,574 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodVery GoodGood757496.3
May 2014GoodGoodVery GoodGood768997.6
May 2012GoodGoodVery GoodGood774998.6
May 2010GoodGoodVery GoodGood774297.6
May 2008GoodGoodVery GoodGood752097.6
May 2006GoodGoodVery GoodGood735897.7
May 2004GoodGoodVery GoodGood886197.2
June 2002GoodVery GoodVery GoodGood687197.3
September 2000GoodVery GoodVery GoodVery Good353999.7
August 1999GoodVery GoodVery GoodVery Good347695.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2381,238000
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.14,29514,295000
Substructure
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.112112000
Joints
Strip Seal Jointlinear ft.9494000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.628628000