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CR. 18 over SMITH CREEK

Map

Coordinates:
+38.61841, -79.34852
38°37'06" N, 79°20'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR. 18 over SMITH CREEK
Structure number:00000000036A050
Location:0.11 MI. N. JCT. US. 220
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:57.7 ft. [17.6 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1988
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 [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:362 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactoryGoodGood36279.0
June 2014GoodGoodGoodGood30079.0
June 2012GoodGoodGoodGood35079.0
June 2010GoodGoodGoodGood35079.0
June 2008GoodGoodGoodGood30079.0
June 2006GoodGoodGoodGood20079.0
June 2004GoodGoodGoodGood20079.0
June 2002GoodGoodGoodGood15079.0
June 2000GoodGoodGoodGood15079.0
June 1998GoodGoodGoodGood15079.0
June 1996GoodGoodGoodGood35079.0
June 1994GoodGoodGoodGood30079.0
June 1992GoodGoodGoodGood30079.0
June 1990GoodVery GoodVery GoodVery Good30077.0