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US 60 over HOWARDS CREEK

Greenbrier County, West Virginia

Map

Coordinates:
+37.77848, -80.32595
37°46'43" N, 80°19'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over HOWARDS CREEK
Structure number:00000000013A235
Location:1.78 Miles E. of CR 60/14
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:82.0 ft. [25.0 m]
Total length:233.9 ft. [71.3 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,522 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:86.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood852286.5
November 2015GoodGoodGoodGood830086.8
November 2013GoodGoodGoodGood830086.8
November 2009GoodGoodGoodGood825092.7
November 2007GoodGoodGoodGood830092.7
November 2005GoodGoodGoodGood830092.7
November 2004GoodVery GoodVery GoodVery Good830092.7
October 2002GoodVery GoodVery GoodVery Good940091.9
November 2000GoodExcellentExcellentExcellent820090.8