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ERIE AVENUE AT 11T over CONRAIL'RICHMOND BRANCH

Map 

Coordinates:
+40.00849, -75.14551
40°00'31" N, 75°08'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ERIE AVENUE AT 11T over CONRAIL'RICHMOND BRANCH
Structure number:000000000038733
Old structure number:671004003000000 (from 1992 edition)
Location:BW10/1TH ST 3480G09
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.0 ft. [19.8 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:88.3 ft. [26.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:9,820 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.7 tons [95.2 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201494.6Functionally obsoleteGoodGoodSatisfactory9820
June 201294.9Functionally obsoleteGoodGoodSatisfactory7491
June 201094.9Functionally obsoleteGoodGoodSatisfactory7511
July 200894.2Functionally obsoleteGoodGoodSatisfactory12375
July 200694.2Functionally obsoleteGoodGoodSatisfactory12120
July 200494.2Functionally obsoleteGoodGoodSatisfactory12000
May 200298.7Not deficientGoodGoodSatisfactory9122
May 200098.7Not deficientSatisfactoryVery GoodSatisfactory8943
January 199897.7Not deficientVery GoodExcellentGood16270
April 199694.8Not deficientExcellentExcellentGood7865
January 199690.9Not deficientExcellentGoodGood13456
April 199452.3Structurally deficientSeriousPoorPoor13456
April 199252.3Structurally deficientSeriousPoorFair13456
August 199052.3Structurally deficientSeriousPoorSatisfactory13456