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5TH STREET over CONRAIL;RICHMOND BRANCH

Map

Coordinates:
+39.99111, -75.15278
39°59'28" N, 75°09'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5TH STREET over CONRAIL;RICHMOND BRANCH
Structure number:000000000038829
Old structure number:672003012200000 (from 1992 edition)
Location:NEAR ALLEGHENY AVE3590H01
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1918
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 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:12,420 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:51.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$643,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorPoorFairSatisfactory1242051.5
June 2014PoorPoorFairSatisfactory1253251.5
July 2012PoorPoorFairSatisfactory1277450.5
July 2010PoorPoorFairSatisfactory1280751.4
July 2008PoorPoorFairSatisfactory1280751.4
April 2008PoorPoorFairSatisfactory1084152.0
July 2006PoorPoorFairSatisfactory1066352.0
November 2005PoorPoorFairSatisfactory1055751.8
July 2004PoorPoorFairSatisfactory1041151.9
July 2003PoorPoorFairSatisfactory1028856.2
May 2002PoorPoorFairSatisfactory1028856.2
January 2002PoorPoorFairSatisfactory1740851.3
January 2000PoorPoorFairSatisfactory1708369.9
January 1998FairFairFairGood1656672.1
January 1996FairFairFairGood1583069.9
May 1994FairFairFairSatisfactory1545968.6
May 1992FairFairSatisfactorySatisfactory1518679.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.43923420050
Deck
Reinforced Concrete Decksq. ft.1,9721,85411800
Wearing Surfacessq. ft.1,9721,8739900
Substructure
Masonry Abutmentlinear ft.2822325000