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RAMP A RD over SR 65 REEDSDALE ST

Map

Coordinates:
+40.45000, -80.01000
40°27'00" N, 80°00'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP A RD over SR 65 REEDSDALE ST
Structure number:000000000002837
Old structure number:028045025000000 (from 1992 edition)
Location:RMP.A,FT.DUQ.TO STADIUM
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.1 ft. [30.2 m]
Total length:1420.0 ft. [432.8 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2011
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:15
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,402 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 replacement [2]
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:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:59.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201559.3FairSatisfactorySatisfactoryFair-2402
February 201359.4FairGoodSatisfactoryFair-2221
February 201159.5FairSatisfactorySatisfactoryFairFO1943
February 200958.5FairSatisfactorySatisfactoryFairFO5543
February 200758.5FairSatisfactorySatisfactoryFairFO5455
March 200558.3FairSatisfactorySatisfactoryFairFO5401
March 200358.3FairSatisfactorySatisfactoryFairFO5337
March 200152.9FairSatisfactorySatisfactoryFairFO5098
March 199952.9FairSatisfactorySatisfactoryFairFO5098
March 199759.8FairSatisfactorySatisfactoryFairFO3920
March 199528.9FairSatisfactorySatisfactorySatisfactoryFO3920
March 199328.9FairSatisfactorySatisfactorySatisfactoryFO3920

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.1,4411,22221900
Steel Protective Coatingsq. ft.161,297161,297000
Deck
Reinforced Concrete Decksq. ft.31,69931,699000
Wearing Surfacessq. ft.28,81828,818000
Superstructure
Steel Floor Beamlinear ft.38433211410
Steel Protective Coatingsq. ft.150,544150,544000
Substructure
Steel Columneach1919000
Steel Protective Coatingsq. ft.150,544150,544000
Reinforced Concrete Abutmentlinear ft.2423100
Reinforced Concrete Pile Cap/Footinglinear ft.4646000
Joints
Strip Seal Jointlinear ft.2222000
Other Jointlinear ft.88662200
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,7532,753000