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CLAPIER STREET over SEPTA CHW LINE; CONRAIL

Map

Coordinates:
+40.01500, -75.17670
40°00'54" N, 75°10'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLAPIER STREET over SEPTA CHW LINE; CONRAIL
Structure number:000000000039422
Old structure number:678039000106850 (from 1992 edition)
Location:3MI.N.RSVT.BLVD. 3480 B08
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 1980]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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]
Sufficiency rating:80.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactoryFair50080.9
August 2014FairFairSatisfactoryFair50079.9
August 2012FairFairSatisfactoryFair50079.9
August 2010FairSatisfactorySatisfactoryFair50080.9
August 2008FairSatisfactorySatisfactoryFair50080.9
August 2006FairSatisfactoryGoodFair50083.9
August 2004FairSatisfactoryGoodFair50079.4
July 2002FairSatisfactoryGoodSatisfactory50088.4
October 1999FairGoodGoodSatisfactory50077.8
November 1997FairGoodGoodSatisfactory50095.9
November 1995FairGoodGoodSatisfactory50094.9
May 1994GoodGoodGoodGood50094.9
April 1992GoodGoodVery GoodGood50094.9
June 1990GoodVery GoodVery GoodGood50094.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.52644665150
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.3,8003,15464600
Wearing Surfacessq. ft.2,4012,28112000
Substructure
Reinforced Concrete Abutmentlinear ft.944440100
Joints
Assembly without Seal Jointlinear ft.8308300
Bearings
Movable Bearingeach60600
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9292000