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INTERSTATE 264 over CSX TRANSP & WBL 0N-RAMP

Map

Coordinates:
+36.82911, -76.30974
36°49'45" N, 76°18'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 264 over CSX TRANSP & WBL 0N-RAMP
Structure number:000000000021242
Location:0.43 MI TO DOWNTOWN TUN
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.1 ft. [35.4 m]
Total length:433.7 ft. [132.2 m]
Roadway width between curbs:99.1 ft. [30.2 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:65°
Owner:State Highway Agency [01]
Year built:1966
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:65,284 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:67.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryFairFair6528467.0
May 2016FairFairFairFair6528466.0
May 2014FairFairFairFair9208766.0
May 2012FairSatisfactoryFairFair9208767.0
May 2010FairSatisfactoryFairFair9208767.0
May 2008FairSatisfactoryFairFair9208766.0
March 2006FairSatisfactorySatisfactorySatisfactory6783477.0
January 2004FairSatisfactorySatisfactorySatisfactory6071877.0
January 2002FairSatisfactorySatisfactorySatisfactory5603877.0
March 2000FairSatisfactorySatisfactoryGood4538977.0
February 1998FairSatisfactorySatisfactoryGood5615077.0
January 1996FairSatisfactoryGoodGood5615077.0
February 1994FairSatisfactoryGoodGood5615077.0
January 1992FairFairGoodVery Good5615074.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,26204,1882,0740
Steel Protective Coatingsq. ft.63,64231,8210031,821
Deck
Reinforced Concrete Decksq. ft.43,60242,5036994000
Wearing Surfacessq. ft.43,01042,51504950
Superstructure
Steel Floor Beamlinear ft.30901561530
Steel Protective Coatingsq. ft.3,6461,823001,823
Substructure
Reinforced Concrete Columneach5246510
Reinforced Concrete Pier Walllinear ft.6265453780
Reinforced Concrete Abutmentlinear ft.68853541490
Reinforced Concrete Pier Caplinear ft.89773481820
Joints
Compression Jointlinear ft.1,8091,808010
Bearings
Elastomeric Bearingeach124001240
Steel Protective Coatingsq. ft.124000124
Movable Bearingeach1300130
Steel Protective Coatingsq. ft.1300013
Fixed Bearingeach103001030
Steel Protective Coatingsq. ft.103000103
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3021,06502370