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WHITBY AVENUE over SEPTA(WEST CHESTER BR.)

Map 

Coordinates:
+39.94620, -75.22834
39°56'46" N, 75°13'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITBY AVENUE over SEPTA(WEST CHESTER BR.)
Structure number:000000000038978
Old structure number:673017001031200 (from 1992 edition)
Location:S.BALTIMORE AVE. 3589D09
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:58.1 ft. [17.7 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1917
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete continuous [2]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,134 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:73.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201473.8PoorPoorFairSatisfactorySD6134
October 201273.2PoorPoorFairSatisfactorySD6199
October 201073.7PoorPoorFairSatisfactorySD6215
October 200873.3PoorPoorFairSatisfactorySD8200
October 200678.9PoorPoorFairSatisfactorySD8166
September 200478.7PoorPoorFairSatisfactorySD8031
September 200282.6PoorPoorFairSatisfactorySD9383
September 200077.6PoorSeriousFairSatisfactorySD9198
May 199882.1FairFairFairSatisfactory-6347
May 199657.3PoorPoorPoorFairSD6155
June 199443.8PoorPoorPoorFairSD8600
June 199241.6PoorSeriousPoorFairSD8600
June 199056.9PoorPoorFairSatisfactorySD8600