I-95 & RAMPS N&P over SBL ROUTE 301 (BANK ST)


+37.23220, -77.39568
37°13'56" N, 77°23'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-95 & RAMPS N&P over SBL ROUTE 301 (BANK ST)
Structure number:000000000021155
Location:0.23 Fr 460WB &0.45SCL CH
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.1 ft. [18.0 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:160.4 ft. [48.9 m]
Deck width edge-to-edge:166.3 ft. [50.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:102,367 [as of 2014]
Truck traffic:7% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,991,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryFairFair10236774.0
December 2017FairSatisfactoryFairFair10236774.0
December 2015FairSatisfactoryFairFair10236774.0
December 2014FairSatisfactoryFairSatisfactory10017774.0
December 2013FairSatisfactoryFairSatisfactory10017774.0
December 2011FairSatisfactoryFairSatisfactory10017774.0
December 2009FairSatisfactorySatisfactorySatisfactory10017785.0
January 2008FairSatisfactorySatisfactorySatisfactory10080385.0
December 2005FairGoodSatisfactorySatisfactory9554485.0
December 2003FairGoodGoodSatisfactory8759985.0
December 2001GoodVery GoodVery GoodGood8784085.0
March 2000GoodVery GoodVery GoodVery Good7463485.0
December 1998PoorPoorFairFair7400071.0
December 1997PoorPoorPoorFair7400055.0
December 1996PoorPoorFairFair6900071.0
December 1995PoorPoorFairFair6900062.2
January 1995PoorPoorFairFair6700062.2
July 1993FairFairVery GoodFair6049564.2
June 1991FairVery GoodVery GoodFair6049565.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,7121,9903793412
Steel Protective Coatingsq. ft.19,66419,0693991906
Reinforced Concrete Decksq. ft.19,20818,84636020
Reinforced Concrete Columneach24113100
Reinforced Concrete Abutmentlinear ft.3320289430
Reinforced Concrete Pier Caplinear ft.33625538430
Pourable Jointlinear ft.332003320
Elastomeric Bearingeach87384900
Steel Protective Coatingsq. ft.435435000
Movable Bearingeach3303300
Steel Protective Coatingsq. ft.1656501000
Fixed Bearingeach2417700
Steel Protective Coatingsq. ft.120850350
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.339339000