Evergreen Avenue over SEPTA


+40.07963, -75.20397
40°04'47" N, 75°12'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Evergreen Avenue over SEPTA
Structure number:000000000039120
Old structure number:677301002001110 (from 1992 edition)
Location:S of Stenton Avenue 16K02
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:35.1 ft. [10.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:25.6 ft. [7.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1922
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 1980]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:97.8 tons [88.9 metric tons]
Inventory rating:68.9 tons [62.6 metric tons]
Sufficiency rating:73.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201573.8GoodVery GoodVery GoodGoodFO2500
August 201373.8GoodVery GoodVery GoodGoodFO2500
August 201173.8GoodVery GoodVery GoodGoodFO2500
August 200973.8GoodVery GoodVery GoodGoodFO2500
August 200773.8GoodVery GoodVery GoodGoodFO2500
August 200573.7GoodVery GoodVery GoodVery GoodFO2500
August 200377.7GoodVery GoodVery GoodVery GoodFO2500
August 200177.7GoodVery GoodVery GoodVery GoodFO2500
August 199977.7GoodVery GoodVery GoodVery GoodFO2500
August 199777.7GoodVery GoodVery GoodVery GoodFO2500
August 199576.7GoodVery GoodVery GoodVery Good-2500
August 199376.7GoodExcellentExcellentVery Good-2500
August 199178.8GoodExcellentExcellentGood-2500