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NBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE

Map

Coordinates:
+37.27122, -79.93607
37°16'16" N, 79°56'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE
Structure number:000000000021756
Location:0.26-RT11; 0.41-RT24
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:1128.3 ft. [343.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:16
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,985 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair3498572.0
April 2015FairSatisfactorySatisfactorySatisfactory3498583.0
April 2013FairSatisfactorySatisfactorySatisfactory3211183.0
April 2011FairSatisfactorySatisfactorySatisfactory3211183.0
April 2009FairSatisfactorySatisfactorySatisfactory3211183.0
April 2007FairSatisfactorySatisfactorySatisfactory3294583.0
April 2005FairSatisfactorySatisfactorySatisfactory3513183.0
April 2003FairSatisfactorySatisfactorySatisfactory3546183.0
May 2001FairSatisfactoryGoodSatisfactory3536183.0
June 1999FairSatisfactoryGoodSatisfactory3483777.0
May 1997FairSatisfactoryGoodSatisfactory3650077.0
May 1995FairGoodGoodSatisfactory3031077.0
May 1993GoodVery GoodVery GoodVery Good3031077.0
May 1991GoodVery GoodVery GoodVery Good3031077.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,88207,3625200
Steel Protective Coatingsq. ft.69,6400065,8903,750
Deck
Reinforced Concrete Decksq. ft.53,592053,4411510
Wearing Surfacessq. ft.48,51547,4831,018140
Substructure
Reinforced Concrete Columneach47242030
Reinforced Concrete Pier Walllinear ft.32525454170
Reinforced Concrete Abutmentlinear ft.1311072400
Reinforced Concrete Pile Cap/Footinglinear ft.7272000
Reinforced Concrete Pier Caplinear ft.8022274401350
Joints
Compression Jointlinear ft.91600742174
Bearings
Movable Bearingeach112001120
Steel Protective Coatingsq. ft.336336000
Fixed Bearingeach112112000
Steel Protective Coatingsq. ft.336336000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1281,1121600
Reinforced Concrete Bridge Raillinear ft.2,2561,1271,12810
Other Material Bridge Raillinear ft.1,1261,120006