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OLNEY AVENUE over SEPTA

Map

Coordinates:
+40.03510, -75.12007
40°02'06" N, 75°07'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLNEY AVENUE over SEPTA
Structure number:000000000039049
Old structure number:674004010010070 (from 1992 edition)
Location:.3MI W.RISING SUN 3481A05
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1929
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:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,717 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:56.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,277,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016PoorFairFairPoor1171756.7
August 2014PoorFairFairPoor1048559.5
August 2012PoorFairFairPoor1203658.5
August 2010PoorFairFairPoor1206755.5
August 2008PoorFairFairPoor1225755.3
August 2006PoorFairFairPoor1200558.5
August 2004PoorFairFairPoor1200557.8
July 2002PoorFairFairPoor1380759.0
February 2000PoorFairFairPoor1353560.2
January 1998PoorPoorPoorPoor1708354.7
February 1996PoorFairFairPoor1630555.2
May 1994PoorFairFairPoor1545955.7
May 1992PoorFairFairPoor1518655.9
June 1990FairSatisfactoryFairFair1449475.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,46001,1822780
Deck
Reinforced Concrete Decksq. ft.7,2936,85543800
Wearing Surfacessq. ft.4,6934,45823500
Substructure
Masonry Abutmentlinear ft.21311360400
Joints
Assembly without Seal Jointlinear ft.7007000
Bearings
Movable Bearingeach21100
Steel Protective Coatingsq. ft.10,75310,753000
Enclosed/Concealed Bearingeach22000