SBL ROUTE 0081 over NEW RV; NS RWY & RT605


+37.08841, -80.58285
37°05'18" N, 80°34'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SBL ROUTE 0081 over NEW RV; NS RWY & RT605
Structure number:000000000012159
Location:0.00-PULASK & 0.00-MONTG
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:175.9 ft. [53.6 m]
Total length:1658.2 ft. [505.4 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1986
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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,865 [as of 2014]
Truck traffic:23% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:80.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairSatisfactory1986580.8
April 2016FairFairFairSatisfactory1986581.7
April 2014FairFairFairSatisfactory1450082.3
April 2012FairFairFairSatisfactory1450084.4
April 2010FairFairGoodSatisfactory1450095.6
April 2008FairFairGoodSatisfactory1450095.6
April 2006FairFairGoodSatisfactory1450095.6
April 2004FairFairGoodSatisfactory1450095.6
April 2002FairFairGoodSatisfactory1450095.6
April 2000FairFairGoodSatisfactory1450095.6
June 1998FairSatisfactoryGoodSatisfactory1450096.6
June 1996FairSatisfactoryGoodSatisfactory1450091.6
May 1994FairSatisfactoryGoodSatisfactory1113092.1
April 1992GoodGoodGoodVery Good1113092.1
December 1989GoodGoodGoodVery Good1113092.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8,2808,144120160
Steel Protective Coatingsq. ft.146,080121,5800024,500
Reinforced Concrete Decksq. ft.69,62529,81939,80600
Reinforced Concrete Pier Walllinear ft.1381231500
Reinforced Concrete Abutmentlinear ft.256250600
Reinforced Concrete Pier Caplinear ft.400194155510
Compression Jointlinear ft.8400840
Assembly without Seal Jointlinear ft.126012600
Movable Bearingeach4040000
Steel Protective Coatingsq. ft.240240000
Fixed Bearingeach3026040
Steel Protective Coatingsq. ft.1801560024
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,4123,15725230