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COUNTY ROUTE 9 over LAUREL CREEK

Map

Coordinates:
+38.45579, -80.52504
38°27'21" N, 80°31'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 9 over LAUREL CREEK
Structure number:00000000051A015
Location:0.10 MI N OF CO 38 SLS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.0 ft. [13.4 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1987
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:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$35,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactoryGoodPoor65067.5
April 2016FairGoodGoodFair65083.5
April 2014GoodVery GoodVery GoodGood60094.5
April 2012GoodVery GoodVery GoodGood55094.5
May 2010GoodVery GoodVery GoodGood55094.5
May 2008GoodVery GoodVery GoodGood70094.5
May 2006GoodVery GoodVery GoodVery Good80087.8
May 2004GoodExcellentExcellentVery Good75094.5
May 2000GoodExcellentExcellentVery Good90087.8
April 1998GoodExcellentExcellentVery Good90087.8
April 1996GoodExcellentExcellentVery Good75094.5
April 1994GoodExcellentExcellentExcellent110086.6
April 1992GoodExcellentExcellentExcellent80086.6
April 1990GoodExcellentExcellentExcellent80086.6