Share:

RAMP A RD over SR 65 REEDSDALE ST

Map

Coordinates:
+40.45000, -80.01000
40°27'00" N, 80°00'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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