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ROUTE 33 WBL over NS RAILWAY & CREEK

Map

Coordinates:
+38.44118, -78.85354
38°26'28" N, 78°51'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 33 WBL over NS RAILWAY & CREEK
Structure number:000000000020446
Location:.04 TO CNTRL-.02 TO I-81R
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.2 ft. [22.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1960
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,444 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.1
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$975,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairPoorPoor944448.1
April 2017PoorFairPoorPoor944448.1
April 2016PoorFairPoorPoor944448.1
April 2015PoorFairPoorPoor944448.1
April 2014PoorFairPoorPoor1311246.1
April 2013PoorFairPoorPoor1311246.1
April 2012PoorFairPoorPoor1311246.1
April 2011PoorFairPoorFair1311246.1
March 2009PoorFairPoorFair1311246.1
March 2008PoorFairPoorFair1241146.5
March 2006PoorFairPoorFair1166246.9
February 2004PoorFairPoorFair826448.7
February 2002PoorFairPoorFair601849.9
May 2001PoorFairPoorFair601849.8
March 2000PoorFairPoorFair644749.6
May 1999PoorFairPoorPoor644749.6
March 1998PoorPoorPoorPoor1453245.8
April 1996PoorPoorPoorPoor992846.8
February 1995PoorPoorPoorPoor992847.2
July 1993PoorPoorFairFair992862.8
October 1990PoorPoorFairFair992862.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,080918873243
Deck
Reinforced Concrete Decksq. ft.6,3001,2545,0211114
Wearing Surfacessq. ft.5,0201,7583,0122500
Substructure
Reinforced Concrete Columneach91620
Reinforced Concrete Pier Walllinear ft.3603330
Reinforced Concrete Abutmentlinear ft.52143800
Reinforced Concrete Pier Caplinear ft.104085118
Joints
Strip Seal Jointlinear ft.138013800
Bearings
Movable Bearingeach1821600
Steel Protective Coatingsq. ft.5400540
Fixed Bearingeach1801620
Steel Protective Coatingsq. ft.5400540
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360359100
Reinforced Concrete Bridge Raillinear ft.36027422640