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US 60 EAST over ELK RIVER

Map

Coordinates:
+38.35804, -81.64080
38°21'29" N, 81°38'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 EAST over ELK RIVER
Structure number:00000000020A769
Location:0.01 MILE E OF US 119
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:233.9 ft. [71.3 m]
Total length:426.2 ft. [129.9 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:2000
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,961 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$850,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactorySatisfactory996172.6
December 2015FairFairGoodSatisfactory930071.9
December 2013FairSatisfactoryGoodSatisfactory930069.9
December 2012FairSatisfactoryGoodSatisfactory1020067.8
February 2011Fair--Satisfactory1800062.9
February 2010FairGoodGoodSatisfactory1350062.9
February 2009FairGoodGoodSatisfactory1350062.3
February 2008FairGoodGoodSatisfactory1300062.4
March 2007FairGoodGoodSatisfactory1350062.3
February 2006FairGoodGoodSatisfactory1350062.3
March 2004FairVery GoodVery GoodSatisfactory1300069.2
February 2002FairExcellentVery GoodSatisfactory1300069.2
July 2000FairExcellentVery GoodSatisfactory1300067.2
February 2000GoodExcellentVery GoodGood1300067.2