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CO RT 19/40 (SLS) over ELK RIVER

Map

Coordinates:
+38.66322, -80.71005
38°39'48" N, 80°42'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RT 19/40 (SLS) over ELK RIVER
Structure number:00000000004A074
Location:0.01 MI N CO 17/1 (SLS)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:180.1 ft. [54.9 m]
Total length:369.1 ft. [112.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2015]
Truck traffic:10% 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: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 minimum criteria [6]
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:68.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair230068.5
October 2015FairGoodFairSatisfactory230070.6
September 2013FairGoodSatisfactorySatisfactory230081.7
September 2011GoodVery GoodGoodGood300075.3
September 2009GoodVery GoodGoodGood300075.5
September 2007GoodVery GoodGoodGood300075.5
September 2005GoodVery GoodGoodGood350075.4
September 2003GoodVery GoodGoodGood350075.4
September 2001GoodVery GoodGoodGood350075.4
September 1999GoodVery GoodVery GoodExcellent350075.4
October 1997GoodVery GoodVery GoodExcellent600074.9
October 1995GoodVery GoodVery GoodExcellent600079.9
October 1993GoodVery GoodVery GoodExcellent600079.9
September 1991GoodVery GoodVery GoodExcellent600079.9