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PENNSYLVANIA AV over NORFOLK SOUTHERN RR

Map

Coordinates:
+40.45560, -80.01804
40°27'20" N, 80°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PENNSYLVANIA AV over NORFOLK SOUTHERN RR
Structure number:000000000002433
Old structure number:027301000030750 (from 1992 edition)
Location:301075 PENNSYLVANIA AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:144.0 ft. [43.9 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,125 [as of 2004]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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 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:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:61.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$363,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201661.6FairSatisfactoryFairFairFO10125
September 201461.6FairSatisfactoryFairFairFO10125
September 201261.6FairSatisfactoryFairFairFO10125
September 201061.6FairSatisfactoryFairFairFO10125
September 200863.6FairSatisfactorySatisfactoryFairFO10125
February 20083.0FairGoodSatisfactoryFairFO10125
December 200663.6FairGoodSatisfactoryFairFO10125
October 200463.6FairGoodSatisfactoryFairFO10125
October 200279.2FairGoodSatisfactorySatisfactoryFO10125
October 200078.2FairGoodSatisfactorySatisfactoryFO10125
November 199879.2FairGoodSatisfactorySatisfactoryFO10125
November 199663.6FairGoodFairSatisfactoryFO10125
August 199463.5FairGoodFairGood-10125
August 199274.9FairVery GoodSatisfactoryGood-10000
September 199074.9GoodVery GoodGoodGood-10000