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6TH ST&ALLEGHENY A over CONRAIL-RICHMOND BRANCH

Map

Coordinates:
+40.00010, -75.14047
40°00'00" N, 75°08'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:6TH ST&ALLEGHENY A over CONRAIL-RICHMOND BRANCH
Structure number:000000000038833
Old structure number:672005013100000 (from 1992 edition)
Location:ALLEGHENY AVE;6TH 3590H1
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:231.0 ft. [70.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,788 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:78.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201678.3FairFairFairSatisfactoryFO9788
June 201477.2FairFairFairSatisfactoryFO16011
July 201277.2FairFairFairSatisfactoryFO16061
July 201077.2FairFairFairSatisfactoryFO16103
July 200876.8FairFairFairSatisfactoryFO18275
July 200679.7FairFairFairSatisfactoryFO18624
July 200481.6FairFairFairSatisfactoryFO7796
May 200282.8FairFairFairSatisfactory-7516
January 200082.6FairFairFairSatisfactory-8393