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ROUTE 0419 over MASONS CREEK

Map

Coordinates:
+37.29189, -80.02890
37°17'31" N, 80°01'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0419 over MASONS CREEK
Structure number:000000000021779
Location:0047E.MAIN 0004LYNCH TP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:150.3 ft. [45.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,321 [as of 2014]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:96.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$780,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood2032196.1
October 2015GoodGoodGoodGood2032196.1
October 2013GoodGoodGoodGood2201095.9
October 2011GoodGoodGoodGood2201095.9
October 2009GoodGoodGoodGood2201095.9
October 2007GoodGoodGoodGood2201095.9
October 2006GoodVery GoodVery GoodVery Good2201095.9
January 2005GoodVery GoodVery GoodVery Good2201095.9
November 2002GoodVery GoodExcellentVery Good2201095.9
March 2001GoodVery GoodExcellentVery Good2201095.9
January 1999FairGoodSatisfactoryVery Good2201055.5
January 1997FairGoodSatisfactoryVery Good2201055.5
February 1995FairGoodSatisfactoryVery Good2201056.3
October 1992FairGoodSatisfactoryVery Good2201056.3
October 1990FairGoodSatisfactoryVery Good2201056.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1731,171200
Steel Protective Coatingsq. ft.9,5609,560000
Deck
Reinforced Concrete Decksq. ft.10,0029,9426000
Wearing Surfacessq. ft.7,8217,821000
Substructure
Reinforced Concrete Columneach147700
Reinforced Concrete Pier Walllinear ft.1201041060
Reinforced Concrete Abutmentlinear ft.3142862530
Reinforced Concrete Pile Cap/Footinglinear ft.166016600
Reinforced Concrete Pier Caplinear ft.176176000
Bearings
Movable Bearingeach2422110
Steel Protective Coatingsq. ft.72560016
Fixed Bearingeach86200
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.298298000
Reinforced Concrete Bridge Raillinear ft.5805423800
Concrete Protective Coatingsq. ft.2,7602,760000
Other Material Bridge Raillinear ft.298298000