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ACHORTOWN RD over SR 0376 EB-WB

Map

Coordinates:
+40.74125, -80.36985
40°44'29" N, 80°22'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ACHORTOWN RD over SR 0376 EB-WB
Structure number:000000000003741
Old structure number:044010008006400 (from 1992 edition)
Location:SR 4010 OVER SR 0060
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:103.0 ft. [31.4 m]
Total length:365.2 ft. [111.3 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1973
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:4
Main spans material:Prestressed concrete [5]
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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:324 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:99.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$662,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood32499.8
June 2017GoodGoodGoodGood32899.8
June 2015GoodVery GoodVery GoodVery Good24399.9
July 2013GoodVery GoodVery GoodVery Good24699.9
September 2011FairSatisfactorySatisfactoryFair25485.8
September 2009FairSatisfactorySatisfactoryFair27471.6
June 2009FairSatisfactorySatisfactoryFair27471.6
June 2007FairSatisfactorySatisfactoryFair27471.6
June 2005FairSatisfactorySatisfactoryFair27055.1
June 2003FairSatisfactorySatisfactoryFair16367.3
June 2001FairSatisfactorySatisfactoryFair15767.3
June 1999FairGoodGoodSatisfactory15477.3
June 1997GoodGoodGoodGood14884.3
June 1995FairGoodSatisfactoryGood14284.3
June 1993FairGoodSatisfactoryGood13899.9
August 1991GoodGoodGoodGood13699.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,2132,213000
Deck
Reinforced Concrete Decksq. ft.16,68816,688000
Wearing Surfacessq. ft.15,23715,237000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.189189000
Reinforced Concrete Pier Caplinear ft.159159000
Joints
Strip Seal Jointlinear ft.270270000
Bearings
Elastomeric Bearingeach5050000
Bridge Rail
Other Material Bridge Raillinear ft.725725000