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RIVERMONT DR over S F SHEN RIVER & NS RR

Map

Coordinates:
+38.90405, -78.21347
38°54'15" N, 78°12'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERMONT DR over S F SHEN RIVER & NS RR
Structure number:000000000018789
Location:0.05 TO 679 - 0.15 TO 340
Purpose:Carries highway over railroad and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:106.0 ft. [32.3 m]
Total length:526.9 ft. [160.6 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1967
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,751 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$182,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactoryFairFair475168.0
August 2016FairGoodFairFair475168.0
August 2014FairGoodFairFair475968.0
August 2012FairVery GoodSatisfactoryFair475967.0
August 2010FairSatisfactorySatisfactoryFair475967.0
July 2008FairGoodSatisfactoryFair475967.0
May 2006FairSatisfactoryGoodFair474767.0
June 2004FairVery GoodGoodFair421669.7
June 2002FairVery GoodGoodFair444269.4
May 2000FairVery GoodGoodFair366170.2
December 1999FairVery GoodGoodSatisfactory366181.8
October 1997FairGoodGoodSatisfactory355981.9
September 1995FairGoodGoodSatisfactory341182.3
September 1993FairGoodGoodSatisfactory456581.3
September 1991GoodGoodGoodVery Good461081.2
September 1989GoodGoodGoodVery Good496180.9