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WALLACE CITY RD over BRUSH CREEK

Map

Coordinates:
+40.73571, -80.18119
40°44'09" N, 80°10'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WALLACE CITY RD over BRUSH CREEK
Structure number:000000000003642
Old structure number:040989028003850 (from 1992 edition)
Location:1000 FT SOUTH OF TURNPIKE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1958
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:804 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$129,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair80475.2
November 2016FairSatisfactorySatisfactoryFair83973.2
November 2014FairSatisfactorySatisfactoryFair85473.2
November 2012FairSatisfactorySatisfactoryFair106873.1
November 2010FairSatisfactorySatisfactoryFair107473.1
November 2008FairSatisfactorySatisfactoryFair107473.1
November 2006FairSatisfactorySatisfactoryFair137973.0
July 2005FairSatisfactorySatisfactoryFair136373.0
July 2003FairSatisfactorySatisfactoryFair133173.0
July 2001FairSatisfactorySatisfactorySatisfactory108085.1
July 1999FairSatisfactorySatisfactoryFair105973.1
July 1997FairSatisfactorySatisfactorySatisfactory101885.2
July 1995FairSatisfactorySatisfactorySatisfactory97986.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.812081200
Deck
Reinforced Concrete Decksq. ft.3,4423,27017200
Wearing Surfacessq. ft.2,8712,72714400
Substructure
Reinforced Concrete Pier Walllinear ft.3733040
Reinforced Concrete Abutmentlinear ft.7607600
Bearings
Movable Bearingeach1616000
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.205205000
Steel Protective Coatingsq. ft.21,50621,506000