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EAST TREMONT AVE over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.83957, -73.87018
40°50'22" N, 73°52'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST TREMONT AVE over AMTRAK/CSXT/P&W
Structure number:000000002241270
Location:AT PARKCHESTER
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.0 ft. [12.8 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:204.1 ft. [62.2 m]
Deck width edge-to-edge:240.2 ft. [73.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:16,354 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,538,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201491.6Functionally obsoleteGoodSatisfactoryGood16354
August 201291.6Functionally obsoleteVery GoodSatisfactorySatisfactory16354
October 201091.6Functionally obsoleteVery GoodSatisfactorySatisfactory16354
November 200891.6Functionally obsoleteVery GoodSatisfactorySatisfactory16354
July 200691.6Not deficientVery GoodSatisfactorySatisfactory16354
August 200491.6Not deficientVery GoodSatisfactorySatisfactory16354
June 200290.9Not deficientVery GoodSatisfactorySatisfactory21032
June 200096.0Not deficientExcellentSatisfactorySatisfactory21032
December 199896.0Not deficientExcellentSatisfactorySatisfactory21032
June 199649.7Structurally deficientVery GoodFairPoor11900
April 199631.4Structurally deficientPoorSeriousPoor11900
November 199431.4Structurally deficientPoorSeriousPoor11900
November 199239.9Structurally deficientPoorPoorPoor11900
August 199046.4Structurally deficientPoorPoorPoor11900