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WBL ROUTE 0058 over BEAR CREEK

Map

Coordinates:
+36.94222, -82.59893
36°56'32" N, 82°35'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0058 over BEAR CREEK
Structure number:000000000022455
Location:.58M TO 681 &.75M TO 23N
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,569 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory556994.1
April 2016FairSatisfactorySatisfactorySatisfactory556996.4
April 2014FairSatisfactorySatisfactorySatisfactory597796.3
April 2012FairSatisfactorySatisfactorySatisfactory597796.3
April 2010FairSatisfactoryVery GoodSatisfactory597796.3
March 2008FairSatisfactoryVery GoodSatisfactory597798.3
March 2006FairGoodVery GoodSatisfactory627493.1
April 2004FairGoodVery GoodSatisfactory625693.1
April 2002FairGoodVery GoodSatisfactory825692.5
April 2000FairGoodVery GoodSatisfactory700092.9
March 1998FairGoodVery GoodSatisfactory700092.9
April 1996GoodGoodVery GoodGood1051091.9
March 1994GoodGoodVery GoodGood1051091.7
March 1992GoodGoodVery GoodGood1051091.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7206780420
Steel Protective Coatingsq. ft.5,6755,294500331
Deck
Reinforced Concrete Decksq. ft.5,1004,95914100
Substructure
Reinforced Concrete Pier Walllinear ft.125340
Reinforced Concrete Abutmentlinear ft.113872510
Reinforced Concrete Pile Cap/Footinglinear ft.85710140
Reinforced Concrete Pier Caplinear ft.4338500
Joints
Pourable Jointlinear ft.84700014
Compression Jointlinear ft.42280104
Bearings
Movable Bearingeach126060
Steel Protective Coatingsq. ft.24120120
Fixed Bearingeach125070
Steel Protective Coatingsq. ft.24100140
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2442341000