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COULTER AVENUE over SEPTA;CHESTNUT HI. W.BR.

Map

Coordinates:
+40.02319, -75.17941
40°01'23" N, 75°10'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COULTER AVENUE over SEPTA;CHESTNUT HI. W.BR.
Structure number:000000000039073
Old structure number:674011003200000 (from 1992 edition)
Location:.5MI. S.WAYNE AVE.3480B06
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:53.2 ft. [16.2 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1901
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,269 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,031,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016PoorSeriousSeriousFair42692.0
August 2014PoorPoorSeriousFair43972.0
October 2012PoorPoorSeriousFair55542.0
October 2011PoorPoorPoorFair55546.3
October 2010PoorPoorPoorFair55685.5
November 2008PoorPoorPoorFair555624.4
April 2008PoorPoorPoorFair564426.5
November 2005PoorPoorPoorFair549626.2
December 2003PoorPoorPoorFair542031.4
January 2002PoorPoorPoorSatisfactory878728.3
September 2000PoorPoorPoorFair876128.3
August 1999PoorPoorPoorSatisfactory862337.5
July 1998PoorPoorPoorSatisfactory849637.6
July 1997PoorPoorPoorSatisfactory836237.7
August 1996PoorPoorPoorSatisfactory823032.8
August 1995PoorPoorPoorSatisfactory799036.9
July 1994PoorFairPoorFair780339.4
August 1993PoorFairPoorFair766544.6
July 1992PoorFairPoorFair766544.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.107063440
Steel Protective Coatingsq. ft.10,75310,753000
Steel Stringerlinear ft.3251251001000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.1,8531,853000
Wearing Surfacessq. ft.1,7101,710000
Superstructure
Steel Floor Beamlinear ft.1268026200
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.395395000
Joints
Assembly without Seal Jointlinear ft.152000152
Bearings
Movable Bearingeach1600016
Steel Protective Coatingsq. ft.10,75310,753000