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SBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE

Map

Coordinates:
+37.27108, -79.93626
37°16'16" N, 79°56'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE
Structure number:000000000021754
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:45.6 ft. [13.9 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:18
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:34,043 [as of 2014]
Truck traffic:6% 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:70.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair3404370.0
April 2015FairSatisfactorySatisfactorySatisfactory3404381.0
April 2013FairSatisfactorySatisfactorySatisfactory3031081.0
April 2011FairSatisfactorySatisfactorySatisfactory3031083.0
April 2009FairSatisfactorySatisfactorySatisfactory3031083.0
April 2007FairSatisfactorySatisfactorySatisfactory3031083.0
April 2005FairSatisfactoryGoodSatisfactory3031083.0
April 2003FairSatisfactoryGoodSatisfactory3031083.0
May 2001FairSatisfactoryGoodSatisfactory3031083.0
June 1999FairSatisfactoryGoodSatisfactory3031077.0
May 1997FairSatisfactoryGoodSatisfactory3031077.0
May 1995GoodGoodGoodGood3031077.0
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.7,87507,1007750
Steel Protective Coatingsq. ft.69,1450064,4954,650
Deck
Reinforced Concrete Decksq. ft.51,33550,513789330
Wearing Surfacessq. ft.48,51548,162324290
Substructure
Reinforced Concrete Columneach533013100
Reinforced Concrete Pier Walllinear ft.3252467090
Reinforced Concrete Abutmentlinear ft.131131000
Reinforced Concrete Pile Cap/Footinglinear ft.7207110
Reinforced Concrete Pier Caplinear ft.947207650900
Joints
Compression Jointlinear ft.99400806188
Bearings
Movable Bearingeach126001260
Steel Protective Coatingsq. ft.378000378
Fixed Bearingeach126001260
Steel Protective Coatingsq. ft.378000378
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1281,122600
Reinforced Concrete Bridge Raillinear ft.1,12897715010