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M.L.K. JR. BLVD. over BEAVER CREEK

Map

Coordinates:
+36.59708, -82.17955
36°35'49" N, 82°10'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M.L.K. JR. BLVD. over BEAVER CREEK
Structure number:000000000020004
Location:.15STATE ST;0.05 SCOTT ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.9 ft. [14.6 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:64.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$46,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorPoorSatisfactorySatisfactory670064.8
December 2017PoorPoorSatisfactorySatisfactory575486.0
December 2016PoorPoorSatisfactorySatisfactory575486.0
December 2015PoorPoorSatisfactorySatisfactory575486.0
January 2014PoorPoorSatisfactorySatisfactory748885.1
January 2013PoorPoorSatisfactorySatisfactory748885.1
January 2012PoorPoorSatisfactorySatisfactory748885.1
January 2010PoorPoorSatisfactoryGood748885.1
January 2009PoorPoorSatisfactoryGood748885.1
January 2008PoorPoorSatisfactoryGood748887.1
January 2007PoorPoorSatisfactoryGood748885.1
January 2006PoorPoorSatisfactoryGood748885.1
January 2005PoorPoorSatisfactoryGood748885.1
March 2003FairFairSatisfactoryGood748887.2
February 2002FairFairSatisfactoryGood748887.2
February 2001FairFairSatisfactoryGood748887.2
February 2000FairFairSatisfactoryGood748887.2
February 1999FairFairSatisfactoryGood748887.2
April 1998PoorPoorSatisfactoryGood748885.1
February 1997FairSatisfactorySatisfactoryGood748888.3
April 1996FairSatisfactorySatisfactoryGood748888.3
February 1995FairSatisfactorySatisfactoryVery Good748888.4
January 1993FairSatisfactorySatisfactoryVery Good727088.5
March 1992FairSatisfactorySatisfactoryVery Good727075.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.288287100
Reinforced Concrete Girder/Beamlinear ft.3843443640
Deck
Reinforced Concrete Decksq. ft.2,17301,6876480
Reinforced Concrete Top Flangesq. ft.2,17301,64746480
Substructure
Reinforced Concrete Abutmentlinear ft.229172162912
Joints
Compression Jointlinear ft.169016900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.96484800