WBL Route 0058 over Sandy River


+36.58918, -79.42018
36°35'21" N, 79°25'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL Route 0058 over Sandy River
Structure number:000000000020199
Location:.03-Mt.Cro/0.19-Riv Dr
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,084 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:72.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,422,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory1108472.7
April 2015FairSatisfactoryGoodSatisfactory1108472.7
April 2013GoodGoodGoodGood2200071.1
April 2011GoodGoodGoodGood2027571.3
April 2009GoodGoodGoodGood2027571.3
September 2007GoodGoodGoodGood2027570.1
September 2005GoodGoodGoodGood2027570.1
September 2003GoodGoodGoodGood2027570.1
October 2001GoodGoodGoodGood2027570.1
September 1999GoodGoodGoodGood2027568.1
October 1997GoodGoodGoodGood2027563.2
October 1995GoodVery GoodVery GoodVery Good2027563.8
October 1993FairFairFairSatisfactory2027550.2
September 1991FairFairFairSatisfactory2027550.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,5891,5107900
Steel Protective Coatingsq. ft.14,04613,69535100
Reinforced Concrete Decksq. ft.9,8339,7795400
Wearing Surfacessq. ft.9,0889,088000
Reinforced Concrete Pier Walllinear ft.9493100
Reinforced Concrete Abutmentlinear ft.150549420
Reinforced Concrete Pier Caplinear ft.4845030
Compression Jointlinear ft.5605600
Movable Bearingeach21111000
Steel Protective Coatingsq. ft.42222000
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.45431813600