Share:

CR 60/62 over US60,KANAVE,VIRAVE,KANRV

Map

Coordinates:
+38.33276, -81.59673
38°19'58" N, 81°35'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 60/62 over US60,KANAVE,VIRAVE,KANRV
Structure number:00000000020A360
Location:0.14 MI N OF 61
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:420.0 ft. [128.0 m]
Total length:1326.5 ft. [404.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:65.6 ft. [20.0 m]
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,465 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
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:49.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairSatisfactory1246549.0
October 2015FairSatisfactorySatisfactorySatisfactory1390059.0
November 2013FairSatisfactorySatisfactorySatisfactory1560058.0
October 2012FairFairFairSatisfactory1560048.0
October 2011FairFairFairSatisfactory1560048.0
October 2010FairFairFairSatisfactory1540047.7
October 2009FairFairFairSatisfactory1750047.7
October 2008FairFairFairSatisfactory1750047.7
November 2007FairFairFairSatisfactory1750047.7
October 2006FairFairFairSatisfactory1750047.7
October 2005FairFairFairSatisfactory1750047.7
October 2004FairFairSatisfactorySatisfactory1850056.7
August 2003FairSatisfactorySatisfactorySatisfactory2200057.7
August 2002FairSatisfactorySatisfactorySatisfactory2200057.7
August 2001FairSatisfactorySatisfactorySatisfactory2200057.7
September 2000FairSatisfactorySatisfactoryGood2200057.7
October 1999----110000.0
November 1998FairSatisfactorySatisfactoryGood2200057.7
September 1997FairSatisfactorySatisfactorySatisfactory2200059.7
September 1995FairSatisfactorySatisfactorySatisfactory2200059.7
July 1993FairSatisfactoryFairSatisfactory2150048.7
May 1992FairSatisfactoryFairSatisfactory2150048.7
January 1991FairSatisfactoryFairSatisfactory2150048.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,6293,361452230
Steel Protective Coatingsq. ft.88,3614,12879,6174,6160
Steel Stringerlinear ft.3,0802,9778950
Steel Protective Coatingsq. ft.10,778010,0357430
Deck
Reinforced Concrete Decksq. ft.47,12443,5433,4291520
Wearing Surfacessq. ft.47,12443,5433,4291520
Superstructure
Steel Floor Beamlinear ft.1,3401,27414520
Steel Protective Coatingsq. ft.24,570023,2351,3350
Substructure
Reinforced Concrete Columneach1711510
Reinforced Concrete Pier Walllinear ft.94672700
Reinforced Concrete Abutmentlinear ft.501514210
Reinforced Concrete Pier Caplinear ft.28015912100
Joints
Strip Seal Jointlinear ft.103702580
Assembly with Sealeach2010211800
Bearings
Elastomeric Bearingeach85210
Steel Protective Coatingsq. ft.1911530
Movable Bearingeach1612310
Steel Protective Coatingsq. ft.9309300
Fixed Bearingeach86200
Steel Protective Coatingsq. ft.108010800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6592,44520860
Deck
Reinforced Concrete Slabsq. ft.600600000
Wearing Surfacessq. ft.600595500