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ROUTE 0011 over APPERSN DR O ROANOKE RV

Map

Coordinates:
+37.27182, -80.03912
37°16'19" N, 80°02'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0011 over APPERSN DR O ROANOKE RV
Structure number:000000000021771
Location:0109ECL SALEM016411
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:19,766 [as of 2014]
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:59.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorPoorFairSatisfactory1976659.0
April 2017PoorPoorFairSatisfactory1976659.0
April 2016PoorPoorFairSatisfactory1976659.0
April 2015PoorPoorFairSatisfactory1976662.0
April 2014PoorPoorFairSatisfactory1847362.2
June 2013PoorPoorFairSatisfactory1847362.2
June 2011PoorFairPoorFair1847328.4
June 2010PoorFairPoorFair1847328.4
June 2009PoorFairPoorFair1847328.4
June 2008PoorFairPoorFair1847328.4
June 2007PoorFairPoorFair1847328.4
June 2006PoorGoodPoorFair1847329.7
June 2005PoorGoodPoorFair1847329.7
July 2004PoorPoorPoorFair1847325.6
September 2003PoorPoorPoorFair1847325.6
June 2002PoorPoorPoorFair1847325.6
June 2001PoorPoorPoorFair1847325.6
December 2000PoorPoorPoorFair1847337.6
January 1999GoodGoodGoodGood1847368.3
October 1997GoodGoodGoodGood1847367.3
January 1997GoodGoodGoodGood1847367.3
September 1995GoodGoodGoodGood1847367.8
December 1994GoodGoodGoodGood1847367.8
September 1993GoodGoodGoodGood1847367.8
October 1992GoodGoodGoodGood1847367.8
October 1991GoodGoodGoodGood1847367.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,22491203084
Steel Protective Coatingsq. ft.9,37256206,0492,761
Deck
Reinforced Concrete Decksq. ft.8,0295,3012,5681600
Wearing Surfacessq. ft.6,2006,1109000
Substructure
Reinforced Concrete Pier Walllinear ft.4804350
Reinforced Concrete Abutmentlinear ft.1656086190
Reinforced Concrete Pier Caplinear ft.4841610
Joints
Compression Jointlinear ft.106010600
Bearings
Movable Bearingeach124080
Steel Protective Coatingsq. ft.4848000
Fixed Bearingeach65100
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.30619334790