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US 30 (WBL) over RAYSTOWN BR.JUNIATA RIV.

Map

Coordinates:
+40.01455, -78.47215
40°00'52" N, 78°28'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 (WBL) over RAYSTOWN BR.JUNIATA RIV.
Structure number:000000000003973
Old structure number:050030039700000 (from 1992 edition)
Location:16 FEET EAST OF TR 326
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:119.1 ft. [36.3 m]
Total length:599.1 ft. [182.6 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:2006
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,954 [as of 2017]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,860,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodFairSatisfactory1095487.4
November 2015FairGoodSatisfactorySatisfactory981998.5
December 2013FairGoodSatisfactorySatisfactory980898.5
April 2012FairGoodSatisfactorySatisfactory995098.5
May 2010FairGoodSatisfactorySatisfactory1000898.5
August 2008FairGoodSatisfactorySatisfactory998298.5
August 2006GoodExcellentGoodGood1293998.4
August 2004PoorSeriousPoorSatisfactory2076044.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.28,57627,83174500
Superstructure
Reinforced Concrete Archlinear ft.1,1654952254450
Reinforced Concrete Floor Beamlinear ft.8,1908,190000
Substructure
Reinforced Concrete Pier Walllinear ft.276276000
Reinforced Concrete Abutmentlinear ft.114114000
Joints
Strip Seal Jointlinear ft.146146000
Bearings
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1651,165000