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N AVE&BRIGHTON RD over N-S RR-ALLEGHENY PARK

Map 

Coordinates:
+40.45398, -80.01458
40°27'14" N, 80°00'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N AVE&BRIGHTON RD over N-S RR-ALLEGHENY PARK
Structure number:000000000002432
Old structure number:027301000030670 (from 1992 edition)
Location:301067 N AVE-BRIGHTON RD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:84.0 ft. [25.6 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:45°
Owner:Railroad [27]
Year built:1905
Year reconstructed:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Posted for load [P]
Average daily traffic:21,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.9 tons [17.2 metric tons]
Inventory rating:10.9 tons [9.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 20142.0Structurally deficientPoorPoorFair21000
June 20122.0Structurally deficientPoorPoorFair21000
June 20112.0Structurally deficientPoorPoorFair21000
June 20102.0Structurally deficientPoorPoorFair21000
June 20092.0Structurally deficientPoorPoorFair21000
June 20082.0Structurally deficientFairPoorFair21000
January 20082.0Structurally deficientFairPoorFair21000
June 20052.0Structurally deficientFairPoorFair21000
June 20042.0Structurally deficientFairPoorFair21000
June 20036.0Structurally deficientFairPoorFair21000
June 20026.0Structurally deficientFairPoorFair21000
June 20016.0Structurally deficientFairPoorFair21000
June 199956.1Functionally obsoleteFairFairFair21000
July 199856.1Functionally obsoleteFairFairFair21000
July 199756.1Functionally obsoleteFairFairFair21000
July 199651.6Functionally obsoleteFairFairFair21000
July 199546.5Functionally obsoleteFairFairFair21000
July 199446.5Functionally obsoleteFairFairSatisfactory21000
July 199346.5Functionally obsoleteFairFairSatisfactory21000
September 199146.5Functionally obsoleteFairFairSatisfactory21000