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ALLIES BL over Forbes RAMPS E&F,LOCAL

Map

Coordinates:
+40.43591, -79.96473
40°26'09" N, 79°57'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ALLIES BL over Forbes RAMPS E&F,LOCAL
Structure number:000000000001320
Old structure number:020885033017970 (from 1992 edition)
Location:BRADY ST.INTERCHANGE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:1100.1 ft. [335.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:24
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: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,765 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:62.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201462.3FairFairFairFairFO16765
November 201261.0FairFairFairFairFO16145
November 201063.0FairFairFairFairFO16320
November 200863.0FairFairFairFairFO16320
November 200663.0FairFairFairFairFO17721
November 200447.0PoorPoorPoorPoorSD18863
November 200249.0PoorFairPoorPoorSD18713
November 200049.0PoorFairPoorPoorSD11610
September 199848.0PoorSatisfactoryPoorPoorSD11181
October 199648.0PoorSatisfactoryPoorPoorSD10983
October 199448.0PoorSatisfactoryPoorPoorSD19281