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GRANITE AVENUE over B&O RR- ABANDONED

Map 

Coordinates:
+40.63426, -74.14804
40°38'03" N, 74°08'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRANITE AVENUE over B&O RR- ABANDONED
Structure number:000000002249100
Location:IN ARLINGTON
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:37.7 ft. [11.5 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:46.9 tons [42.6 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$411,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201495.0Functionally obsoleteVery GoodVery GoodVery Good900
March 201295.0Functionally obsoleteVery GoodVery GoodVery Good900
March 201095.0Functionally obsoleteVery GoodVery GoodVery Good900
May 200895.0Functionally obsoleteVery GoodVery GoodVery Good900
March 200695.0Functionally obsoleteVery GoodVery GoodVery Good900
April 200495.0Functionally obsoleteVery GoodVery GoodVery Good900
April 200295.0Functionally obsoleteVery GoodVery GoodVery Good900
February 200099.0Not deficientVery GoodVery GoodVery Good900
February 199899.0Not deficient-GoodSatisfactory900
March 199671.9Functionally obsolete-SatisfactoryFair900
April 199469.6Functionally obsolete-SatisfactoryFair900
March 199433.4Structurally deficientSeriousFairSerious900
April 199333.4Structurally deficientSeriousFairSerious900
May 199033.4Structurally deficientSeriousFairSerious900