EBL HERSHBGR RD101 over ROUTES 581 & 220


+37.30854, -79.97414
37°18'31" N, 79°58'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL HERSHBGR RD101 over ROUTES 581 & 220
Structure number:000000000021676
Location:0.63-RTE101; 1.20-RTE11
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:256.9 ft. [78.3 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1987
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,278 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$17,866,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory1427879.0
January 2015FairSatisfactoryGoodSatisfactory2011179.0
January 2013FairSatisfactoryGoodSatisfactory2011179.0
January 2011FairSatisfactoryGoodSatisfactory2011177.0
January 2009FairSatisfactoryGoodSatisfactory2011179.0
April 2007FairSatisfactoryGoodSatisfactory1726179.0
January 2006FairSatisfactoryGoodSatisfactory1855979.0
February 2004FairSatisfactoryGoodSatisfactory1866679.0
January 2002FairSatisfactoryGoodSatisfactory1896379.0
February 2000FairGoodVery GoodSatisfactory1218079.0
January 1998FairGoodVery GoodSatisfactory1218079.0
December 1995GoodGoodVery GoodGood1218079.0
November 1993GoodVery GoodVery GoodGood1218079.0
November 1991FairVery GoodVery GoodFair1218068.0
November 1989FairVery GoodVery GoodFair1218072.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,8352,25657540
Steel Protective Coatingsq. ft.24,09116,791007,300
Reinforced Concrete Decksq. ft.17,36317,3372420
Reinforced Concrete Columneach1512300
Reinforced Concrete Abutmentlinear ft.148137650
Reinforced Concrete Pier Caplinear ft.21012029610
Pourable Jointlinear ft.3383100280
Elastomeric Bearingeach1010000
Movable Bearingeach34021130
Steel Protective Coatingsq. ft.3400340
Fixed Bearingeach4404130
Steel Protective Coatingsq. ft.4400440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.257255020