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SR 1029 over RAYSTOWN BR.JUNIATA RIV.

Map

Coordinates:
+40.00743, -78.38009
40°00'27" N, 78°22'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1029 over RAYSTOWN BR.JUNIATA RIV.
Structure number:000000000004215
Old structure number:051029001002020 (from 1992 edition)
Location:Everett
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:103.0 ft. [31.4 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,792 [as of 2017]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$171,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodFairSatisfactory879257.0
September 2015FairGoodSatisfactorySatisfactory890968.2
October 2013FairGoodSatisfactorySatisfactory890968.0
September 2012PoorFairPoorFair439045.5
January 2012FairFairFairFair439061.7
May 2010FairFairFairFair441661.7
August 2008FairSatisfactoryFairFair440562.7
January 2007FairSatisfactoryFairFair662355.2
July 2005FairSatisfactoryFairFair652554.4
March 2005FairSatisfactoryFairFair641054.4
November 2003FairGoodFairSatisfactory641063.3
November 2001FairGoodFairSatisfactory517963.5
November 1999FairVery GoodFairGood507763.3
January 1998FairVery GoodFairGood517763.3
March 1996GoodVery GoodVery GoodVery Good498574.5
March 1994GoodVery GoodVery GoodVery Good481074.5
March 1992GoodVery GoodVery GoodVery Good481074.5
May 1990GoodVery GoodVery GoodVery Good464974.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,2321,232000
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.5,1365,136000
Superstructure
Steel Floor Beamlinear ft.416416000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.6262000
Joints
Strip Seal Jointlinear ft.7272000
Bearings
Movable Bearingeach88000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Other Material Bridge Raillinear ft.428428000