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TARENTUM BR,RMP.B over NS RR,4TH AVE,ROSS ST

Map

Coordinates:
+40.59500, -79.75333
40°35'42" N, 79°45'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TARENTUM BR,RMP.B over NS RR,4TH AVE,ROSS ST
Structure number:000000000001109
Old structure number:020366003308900 (from 1992 edition)
Location:TARENTUM BRIDGE,RAMP B
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:611.9 ft. [186.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1986
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:8
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: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,102 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:48.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$707,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactorySatisfactoryPoor1510248.0
April 2015PoorSatisfactorySatisfactoryPoor988850.0
April 2013FairSatisfactorySatisfactoryFair1001366.0
May 2011FairSatisfactorySatisfactoryFair1033466.0
May 2009FairSatisfactorySatisfactoryFair1208965.3
May 2007FairSatisfactorySatisfactoryFair1208965.3
May 2005FairSatisfactorySatisfactoryFair1177865.2
May 2003FairSatisfactorySatisfactoryFair1154665.2
May 2001FairSatisfactorySatisfactoryFair1622765.2
June 1999FairGoodSatisfactorySatisfactory1622776.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,7874,512235400
Steel Protective Coatingsq. ft.86,02586,025000
Deck
Reinforced Concrete Decksq. ft.26,049026,04900
Substructure
Reinforced Concrete Columneach1110100
Reinforced Concrete Abutmentlinear ft.7570500
Reinforced Concrete Pier Caplinear ft.3002285670
Joints
Compression Jointlinear ft.3206570257
Bearings
Movable Bearingeach5660050
Steel Protective Coatingsq. ft.86,02586,025000
Fixed Bearingeach5694106
Steel Protective Coatingsq. ft.86,02586,025000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2521,2232540