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RAMP T RD over OVER I376,SR2085 RAMPS

Map

Coordinates:
+40.43650, -79.97298
40°26'11" N, 79°58'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP T RD over OVER I376,SR2085 RAMPS
Structure number:000000000002742
Old structure number:028004002000000 (from 1992 edition)
Location:RAMP T TO PKW EB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:134.8 ft. [41.1 m]
Total length:1054.2 ft. [321.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span 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: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,427 [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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:80.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201580.3FairSatisfactoryFairFairFO13427
September 201377.3FairSatisfactoryFairFairFO13427
September 201176.7FairSatisfactoryFairFairFO13047
September 200977.7FairSatisfactoryFairFairFO13136
September 200776.7FairSatisfactoryFairFairFO16955
September 200563.6FairSatisfactoryFairFairFO16521
September 200366.0FairSatisfactorySatisfactoryFairFO16195
September 200166.0FairSatisfactorySatisfactoryFairFO15627
October 199966.0FairSatisfactorySatisfactoryFairFO15627
October 199785.0FairSatisfactorySatisfactoryFairFO14784
December 199579.9FairSatisfactoryFairFairFO14169
October 199379.9FairGoodFairSatisfactory-13946
October 199182.9FairGoodFairGood--

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,216763,7683720
Steel Protective Coatingsq. ft.107,531107,531000
Deck
Reinforced Concrete Decksq. ft.25,469025,46900
Superstructure
Steel Pin or Pin & Hangar Assemblyeach3603600
Steel Protective Coatingsq. ft.96,77896,778000
Substructure
Steel Columneach10100
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Columneach188460
Reinforced Concrete Abutmentlinear ft.2521400
Steel Pier Caplinear ft.6806800
Steel Protective Coatingsq. ft.21,50621,506000
Reinforced Concrete Pier Caplinear ft.216158262210
Joints
Compression Jointlinear ft.24880144024
Other Jointlinear ft.2517800
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach4031900
Steel Protective Coatingsq. ft.96,77896,778000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0792,079000