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SR 0051 SB over SR 0376 EB-WB

Map

Coordinates:
+40.43090, -80.02650
40°25'51" N, 80°01'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0051 SB over SR 0376 EB-WB
Structure number:000000000000526
Old structure number:020019023100000 (from 1992 edition)
Location:400'S.W.OF FT.PITT TUNNEL
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2015
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:2
Main spans material:Steel continuous [4]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,603 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:74.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$299,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.9FairGoodSatisfactoryGood-16603
November 201477.0FairSatisfactorySatisfactorySatisfactoryFO16794
December 201276.2FairGoodSatisfactorySatisfactoryFO12842
December 201076.2FairGoodSatisfactorySatisfactoryFO12981
December 200848.3PoorGoodSatisfactoryPoorSD15401
December 200675.8FairGoodSatisfactorySatisfactoryFO19669
December 200473.2FairGoodSatisfactorySatisfactoryFO19474
December 200274.2FairSatisfactorySatisfactorySatisfactoryFO15748
December 200074.2FairSatisfactorySatisfactorySatisfactoryFO15468
December 199874.2FairSatisfactorySatisfactorySatisfactoryFO15468
December 199676.3FairSatisfactorySatisfactorySatisfactoryFO15036
December 199477.3FairSatisfactorySatisfactorySatisfactoryFO14255
January 199377.5FairSatisfactorySatisfactorySatisfactoryFO12211
January 199177.5FairGoodSatisfactorySatisfactoryFO11978

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,0151,015000
Steel Protective Coatingsq. ft.43,01343,013000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.108104400
Joints
Pourable Jointlinear ft.170170000
Bearings
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.355355000