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ROY L. WEBRHWY/220 over RT220 BUS & FRANKLIN RD

Map

Coordinates:
+37.25822, -79.94731
37°15'30" N, 79°56'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROY L. WEBRHWY/220 over RT220 BUS & FRANKLIN RD
Structure number:000000000021711
Location:0.90-RTE24E; 2.64-RTE419
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:81.0 ft. [24.7 m]
Total length:202.4 ft. [61.7 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:1995
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]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70,741 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$19,477,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryFair7074177.0
November 2015FairSatisfactorySatisfactoryFair7074177.0
November 2013FairGoodSatisfactoryFair5794778.4
November 2011FairGoodSatisfactoryFair5794778.4
November 2009FairGoodSatisfactoryFair5794778.4
December 2007FairGoodSatisfactoryFair6508177.6
November 2005FairGoodSatisfactoryFair6478277.6
December 2003FairGoodSatisfactoryFair6647477.4
November 2001FairGoodSatisfactoryFair6128378.0
December 1999FairGoodSatisfactoryFair5200077.1
January 1998FairGoodSatisfactoryFair6400075.7
November 1995FairGoodSatisfactoryFair5633077.9
November 1993FairGoodSatisfactoryFair5633077.9
November 1991----5633089.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4512,19625050
Steel Protective Coatingsq. ft.20,510018,3602,10050
Deck
Reinforced Concrete Decksq. ft.19,84519,712123100
Wearing Surfacessq. ft.18,61418,40920500
Substructure
Reinforced Concrete Columneach1810800
Reinforced Concrete Abutmentlinear ft.2101882200
Reinforced Concrete Pier Caplinear ft.3085125700
Joints
Pourable Jointlinear ft.710710000
Bearings
Movable Bearingeach48242400
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach48242400
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.390389010
Reinforced Concrete Bridge Raillinear ft.6025267510