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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:16.4 ft. [5.0 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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201548.3Structurally deficientPoorPoorPoor1500
March 201348.3Structurally deficientPoorPoorPoor1500
March 201133.2Structurally deficientPoorPoorSerious1500
March 200932.5Structurally deficientPoorPoorSerious1500
March 200713.4Structurally deficientPoorPoorSerious1500
March 200513.4Structurally deficientPoorPoorSerious1500
May 200317.2Structurally deficientPoorPoorCritical1500
January 200217.2Structurally deficientPoorPoorSerious1500
May 199917.2Structurally deficientPoorPoorCritical1500
May 199717.2Structurally deficientPoorPoorSerious1500