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WOODLAND AVENUE over SEPTA

Map

Coordinates:
+39.94250, -75.21131
39°56'33" N, 75°12'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WOODLAND AVENUE over SEPTA
Structure number:000000000039195
Old structure number:677301000006260 (from 1992 edition)
Location:W.47TH ST. 36J01
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:20°
Owner:Railroad [27]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,500 [as of 1993]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:48.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201548.3PoorPoorPoorPoorSD1500
March 201348.3PoorPoorPoorPoorSD1500
March 201133.2PoorPoorPoorSeriousSD1500
March 200932.5PoorPoorPoorSeriousSD1500
March 200713.4PoorPoorPoorSeriousSD1500
March 200513.4PoorPoorPoorSeriousSD1500
May 200317.2PoorPoorPoorCriticalSD1500
January 200217.2PoorPoorPoorSeriousSD1500
May 199917.2PoorPoorPoorCriticalSD1500
May 199717.2PoorPoorPoorSeriousSD1500