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EGGLESTON RD/730 over NEW RV;RTE 707 & NS RWY

Giles County, Virginia

Map

Coordinates:
+37.28552, -80.61781
37°17'08" N, 80°37'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EGGLESTON RD/730 over NEW RV;RTE 707 & NS RWY
Structure number:000000000008497
Location:0.45-RTE 813;0.18-RTE 622
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Major Collector (Rural) [07]
Length of largest span:122.1 ft. [37.2 m]
Total length:987.6 ft. [301.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:376 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:80.2
Estimated cost of work:$38,347,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodFairSatisfactory37680.2
July 2016FairGoodFairSatisfactory37687.7
July 2014FairGoodFairGood29182.3
July 2012FairGoodFairGood29182.3
July 2010FairGoodFairGood29182.3
July 2008FairGoodFairGood29182.3
July 2006FairFairFairGood37781.2
July 2004FairFairFairGood36081.2
September 2002FairFairFairVery Good30681.3
November 2000FairSatisfactorySatisfactoryVery Good51593.2
August 1998FairSatisfactorySatisfactoryGood51593.2
September 1996FairSatisfactorySatisfactoryVery Good50193.2
August 1994GoodVery GoodVery GoodVery Good50191.2
August 1992GoodVery GoodVery GoodVery Good47791.2
August 1990GoodVery GoodVery GoodVery Good40691.2