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US 60 over BIG CLEAR CREEK

Map

Coordinates:
+37.95830, -80.68340
37°57'30" N, 80°41'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over BIG CLEAR CREEK
Structure number:00000000013A107
Location:0.32 Miles W. of CR 60/18
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:89.9 ft. [27.4 m]
Total length:93.5 ft. [28.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,649 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:53.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,057,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairFair764953.8
June 2016FairFairFairFair764953.8
June 2014FairFairFairGood690053.8
June 2012FairGoodSatisfactoryGood600065.8
June 2010GoodGoodGoodGood600065.3
June 2008GoodGoodGoodGood745065.3
June 2006GoodGoodGoodGood740065.3
May 2004GoodGoodGoodGood740065.3
June 2002GoodGoodGoodGood620064.3
June 2000GoodGoodGoodGood710064.3
June 1998GoodGoodGoodGood710064.3
July 1996GoodGoodGoodGood620064.3
July 1994GoodGoodGoodGood900064.3
July 1992GoodGoodGoodGood900064.3
July 1990GoodExcellentExcellentGood900064.3