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CHESTER AVENUE over SEPTA

Map 

Coordinates:
+39.94333, -75.21833
39°56'36" N, 75°13'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESTER AVENUE over SEPTA
Structure number:000000000040742
Old structure number:673023005016670 (from 1992 edition)
Location:WEST 49TH STREET 3589 F10
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:2,821 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.2Functionally obsoleteGoodGoodGood2821
August 201295.1Functionally obsoleteGoodGoodGood3163
August 201095.1Functionally obsoleteGoodGoodGood3171
August 200895.1Functionally obsoleteGoodVery GoodGood3171
August 200693.8Not deficientGoodVery GoodGood7636
August 200493.8Not deficientGoodExcellentVery Good7456
July 200297.9Not deficientGoodExcellentVery Good7368