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US 60 over KANAWHA RIVER & BLVD

Map

Coordinates:
+38.36623, -81.66858
38°21'58" N, 81°40'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over KANAWHA RIVER & BLVD
Structure number:00000000020A146
Location:0.08 MI E OF WV 61
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:436.4 ft. [133.0 m]
Total length:1769.4 ft. [539.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:65.6 ft. [20.0 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:35.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$800,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSatisfactoryPoorSatisfactory1880035.0
August 2015PoorSatisfactoryPoorSatisfactory1880033.0
August 2013FairSatisfactoryFairGood1980049.0
September 2011FairSatisfactoryFairGood1980049.0
August 2009FairSatisfactoryFairGood1890048.8
July 2007FairGoodFairGood1850048.8
June 2005FairSatisfactoryGoodGood1850054.8
June 2004FairSatisfactoryFairFair1900038.0
June 2003FairSatisfactoryFairFair1900038.0
June 2002FairSatisfactoryFairFair1900038.0
June 2001FairSatisfactoryFairFair2300038.0
December 2000FairSatisfactoryFairFair2300038.0
October 1998----54000.0
October 1996FairSatisfactoryFairFair2300038.0
October 1994FairSatisfactoryFairFair2300038.0
December 1993FairSatisfactorySatisfactorySatisfactory1950048.0
July 1991FairSatisfactorySatisfactorySatisfactory1950048.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,4679,32284610
Steel Protective Coatingsq. ft.54,34754,19605695
Steel Stringerlinear ft.12,42811,2711,062914
Steel Protective Coatingsq. ft.69,30559,3738,0041,90028
Deck
Reinforced Concrete Decksq. ft.100,18542,54857,573640
Superstructure
Steel Trusslinear ft.1,9511,49821119151
Steel Protective Coatingsq. ft.107,54467,02434,4456,00075
Steel Floor Beamlinear ft.4,4613,86426231322
Steel Protective Coatingsq. ft.36,45325,5938,1502,415295
Steel Gusset Plateeach132800052
Steel Protective Coatingsq. ft.3,89701,7242,1730
Substructure
Steel Columneach43201940
Steel Protective Coatingsq. ft.3,6262,4230862341
Reinforced Concrete Columneach20200
Concrete Protective Coatingsq. ft.5705700
Reinforced Concrete Pier Walllinear ft.2326441640
Concrete Protective Coatingsq. ft.1,847681,519110150
Reinforced Concrete Abutmentlinear ft.25011313250
Concrete Protective Coatingsq. ft.41802361820
Reinforced Concrete Pile Cap/Footinglinear ft.2177813900
Concrete Protective Coatingsq. ft.1,0310984470
Steel Pier Caplinear ft.1,2701,02524140
Steel Protective Coatingsq. ft.13,12511,2513101,5604
Joints
Compression Jointlinear ft.5882812088316
Assembly without Seal Jointlinear ft.112106060
Bearings
Movable Bearingeach127834040
Steel Protective Coatingsq. ft.25419542728
Fixed Bearingeach2926300
Steel Protective Coatingsq. ft.116108440
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,5493,547020
Steel Protective Coatingsq. ft.19,07819,078000
Reinforced Concrete Bridge Raillinear ft.4442020