34th St EBL over IS 664; Route 60 & CSX


+36.98501, -76.43066
36°59'06" N, 76°25'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:34th St EBL over IS 664; Route 60 & CSX
Structure number:000000000020647
Location:0.14 Mi To Huntington Ave
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:1194.9 ft. [364.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1988
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:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,470 [as of 2014]
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]
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:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodSatisfactory247092.8
May 2015FairSatisfactoryGoodSatisfactory247092.0
May 2013FairSatisfactoryGoodSatisfactory905192.4
May 2011FairSatisfactoryGoodSatisfactory905196.6
May 2009FairSatisfactoryGoodGood905196.6
August 2007FairFairGoodGood905195.6
June 2005FairFairGoodGood905195.6
May 2003FairFairGoodGood905195.6
May 2001FairFairGoodGood905195.6
May 1999FairFairGoodGood905195.6
July 1997FairFairVery GoodGood805195.9
May 1995FairFairVery GoodVery Good805195.9
June 1993FairSatisfactoryVery GoodVery Good705097.4
July 1991FairFairVery GoodVery Good705096.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8,9587,6311,32610
Steel Protective Coatingsq. ft.145,172121,132024,0400
Reinforced Concrete Decksq. ft.70,07962,8845536,6420
Reinforced Concrete Columneach4646000
Reinforced Concrete Pier Walllinear ft.1561400160
Reinforced Concrete Abutmentlinear ft.1461080380
Reinforced Concrete Pier Caplinear ft.7156298510
Strip Seal Jointlinear ft.3213081300
Compression Jointlinear ft.487263072152
Movable Bearingeach6906270
Steel Protective Coatingsq. ft.6900690
Fixed Bearingeach6906450
Steel Protective Coatingsq. ft.6900690
Pot Bearingeach3203110
Steel Protective Coatingsq. ft.3200320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1961,06501310
Steel Protective Coatingsq. ft.5,9760005,976
Reinforced Concrete Bridge Raillinear ft.2,3911,1741,21610