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RAMP H RD. over FORBES,DIAMOND,& 6TH AVE

Map

Coordinates:
+40.43363, -79.98958
40°26'01" N, 79°59'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP H RD. over FORBES,DIAMOND,& 6TH AVE
Structure number:000000000002730
Old structure number:028002025000000 (from 1992 edition)
Location:RAMP H TO BLVD.OF ALLIES
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.9 ft. [40.2 m]
Total length:1120.1 ft. [341.4 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2012
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:5
Main spans material:Steel continuous [4]
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: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,222 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:93.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,923,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.0PoorPoorSatisfactorySatisfactory-18222
August 201495.0PoorPoorSatisfactorySatisfactorySD18634
August 201268.0PoorPoorFairPoorSD16347
August 201068.0PoorPoorFairPoorSD16459
August 200884.0PoorPoorFairFairSD128
August 200782.0PoorPoorFairFairSD128
August 200583.0PoorPoorFairFairSD125
August 200383.0PoorPoorFairFairSD123
August 200183.0PoorPoorFairFairSD119
July 199983.0PoorPoorFairFairSD119
July 199786.0PoorPoorFairFairSD113
February 199786.0PoorPoorFairFairSD111
February 199579.9FairFairSatisfactorySatisfactory-106
February 199378.9FairFairSatisfactorySatisfactory-11200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,3122,1271,18500
Steel Protective Coatingsq. ft.139,791139,791000
Deck
Reinforced Concrete Decksq. ft.29,30127,5431,75800
Wearing Surfacessq. ft.25,38223,8591,52300
Superstructure
Steel Floor Beamlinear ft.104310100
Steel Protective Coatingsq. ft.43,01343,013000
Steel Pin or Pin & Hangar Assemblyeach1201200
Steel Protective Coatingsq. ft.43,01343,013000
Substructure
Steel Columneach1001000
Steel Protective Coatingsq. ft.64,51964,519000
Reinforced Concrete Columneach61500
Steel Pier Caplinear ft.5225000
Steel Protective Coatingsq. ft.21,50621,506000
Reinforced Concrete Pier Caplinear ft.1596665280
Joints
Strip Seal Jointlinear ft.350350000
Bearings
Elastomeric Bearingeach66000
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.86,02586,025000
Fixed Bearingeach3903900
Steel Protective Coatingsq. ft.139,791139,791000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0282,028000