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Roy Weber Exp 220N over NSRR;Albml Ave & Wmsn Rd

Map

Coordinates:
+37.26255, -79.93930
37°15'45" N, 79°56'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Roy Weber Exp 220N over NSRR;Albml Ave & Wmsn Rd
Structure number:000000000021715
Location:0.26 Rt24 & 2.54-Roa CL.
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:98.1 ft. [29.9 m]
Total length:394.0 ft. [120.1 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1974
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: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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,500 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$34,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryGoodFair3250074.3
October 2017FairSatisfactoryGoodFair3537174.8
October 2016FairSatisfactoryGoodFair3537174.8
October 2015FairSatisfactoryGoodFair3537174.8
October 2013FairSatisfactoryGoodFair2897375.9
October 2012FairSatisfactoryGoodFair2897375.9
October 2011FairSatisfactoryGoodFair2897375.9
October 2010FairSatisfactoryGoodFair2897375.9
October 2009FairSatisfactoryGoodFair2897377.9
December 2008FairSatisfactoryGoodFair3153981.8
October 2007FairSatisfactoryGoodFair3254081.6
November 2006FairSatisfactoryGoodFair3235081.6
October 2005FairSatisfactoryGoodFair3239181.6
October 2003FairSatisfactoryGoodFair3323781.5
November 2002FairSatisfactoryGoodFair3064181.9
October 2001FairSatisfactoryGoodFair3064181.9
November 2000FairSatisfactoryGoodFair2600076.4
October 1999FairSatisfactoryGoodFair2600076.4
October 1997FairSatisfactoryGoodFair3200075.4
September 1996FairGoodGoodFair3031075.7
August 1995FairGoodGoodFair3031076.4
August 1993FairSatisfactoryGoodSatisfactory3031088.2
August 1991FairFairFairFair3031075.3
August 1989FairFairFairFair3031075.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3292,329000
Steel Protective Coatingsq. ft.20,66620,666000
Deck
Reinforced Concrete Decksq. ft.21,45521,207230180
Wearing Surfacessq. ft.18,47917,86360880
Substructure
Reinforced Concrete Columneach157080
Reinforced Concrete Pier Walllinear ft.2020000
Steel Pier Caplinear ft.5048020
Steel Protective Coatingsq. ft.1,5451,541004
Reinforced Concrete Pier Caplinear ft.2587691910
Joints
Pourable Jointlinear ft.373373000
Bearings
Elastomeric Bearingeach42162240
Steel Protective Coatingsq. ft.21110101100
Fixed Bearingeach35102500
Steel Protective Coatingsq. ft.1765001260
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.394394000
Reinforced Concrete Bridge Raillinear ft.7886949130