+37.98617, -80.74970
37°59'10" N, 80°44'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over MEADOW RIVER
Structure number:00000000013A104
Location:0.10 Miles W. of CR 60/31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:86.0 ft. [26.2 m]
Total length:226.4 ft. [69.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,366 [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: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 desirable criteria [8]
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:82.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood636682.9
October 2015GoodGoodGoodGood620082.9
October 2013GoodGoodGoodGood620082.9
October 2011GoodGoodGoodGood600082.9
November 2010GoodGoodGoodGood600082.9
November 2009GoodGoodGoodGood630082.9
November 2008GoodGoodGoodGood630082.9
November 2007GoodGoodGoodGood630082.9
October 2006GoodGoodGoodGood620082.9
October 2005GoodGoodGoodGood620082.9
October 2004GoodGoodGoodGood620082.9
October 2002GoodGoodGoodGood600082.9
October 2000GoodGoodGoodGood750082.9
October 1998GoodGoodGoodGood750082.9
October 1996GoodGoodGoodGood650082.9
October 1994GoodGoodGoodGood940082.9
October 1992GoodGoodGoodGood940082.9
October 1990GoodGoodGoodGood920082.9