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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201462.3Functionally obsoleteFairFairFair16765
November 201261.0Functionally obsoleteFairFairFair16145
November 201063.0Functionally obsoleteFairFairFair16320
November 200863.0Functionally obsoleteFairFairFair16320
November 200663.0Functionally obsoleteFairFairFair17721
November 200447.0Structurally deficientPoorPoorPoor18863
November 200249.0Structurally deficientFairPoorPoor18713
November 200049.0Structurally deficientFairPoorPoor11610
20000.0Not applicable---117
September 199848.0Structurally deficientSatisfactoryPoorPoor11181
October 199648.0Structurally deficientSatisfactoryPoorPoor10983
October 199448.0Structurally deficientSatisfactoryPoorPoor19281