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RAMP D RD over POINT ST PARK MON RIVER

Map

Coordinates:
+40.43814, -80.01300
40°26'17" N, 80°00'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP D RD over POINT ST PARK MON RIVER
Structure number:000000000001020
Old structure number:020279006112070 (from 1992 edition)
Location:FT PITT WB APP RAMP D
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:150.9 ft. [46.0 m]
Total length:462.9 ft. [141.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2002
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 [3]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,759 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:74.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201674.2GoodGoodGoodGoodFO14759
May 201474.0GoodGoodVery GoodGoodFO15916
May 201274.0GoodGoodVery GoodGoodFO16091
May 201074.7GoodGoodVery GoodVery Good-12460
May 200869.5GoodGoodVery GoodVery Good-40321
May 200664.1GoodGoodVery GoodVery Good-68915
May 200464.9GoodExcellentExcellentVery GoodFO64707
May 200270.0GoodExcellentExcellentVery GoodFO60992
May 200070.2GoodExcellentExcellentVery GoodFO59495
May 199834.0PoorSeriousSatisfactoryPoorSD58044
May 199634.0PoorSeriousSatisfactoryPoorSD54535
May 199454.2FairFairSatisfactoryFairFO45000
May 199251.5FairFairSatisfactoryFairFO56140
May 199071.8FairFairSatisfactorySatisfactoryFO26499

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,9571,957000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.10,557010,55700
Substructure
Prestressed Concrete Columneach22000
Reinforced Concrete Columneach22000
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.3939000
Prestressed Concrete Pier Caplinear ft.3434000
Reinforced Concrete Pier Caplinear ft.115115000
Joints
Compression Jointlinear ft.195195000
Bearings
Movable Bearingeach2020000
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140140000
Other Material Bridge Raillinear ft.768768000