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EAST 170TH STREET over METRO NO COMMUTER

Map 

Coordinates:
+40.83578, -73.90597
40°50'09" N, 73°54'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 170TH STREET over METRO NO COMMUTER
Structure number:000000002241680
Location:IN MORRISANIA
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:57.7 ft. [17.6 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1889
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:2,625 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:54.9 tons [49.9 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:86.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,773,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201486.9Functionally obsoleteVery GoodVery GoodGood2625
April 201287.9Functionally obsoleteVery GoodVery GoodGood1868
April 201086.9Functionally obsoleteVery GoodVery GoodGood2494
March 200887.9Functionally obsoleteVery GoodVery GoodGood1868
March 200687.9Functionally obsoleteVery GoodVery GoodGood1868
March 200487.9Functionally obsoleteVery GoodVery GoodGood1868
March 200284.2Functionally obsoleteVery GoodVery GoodGood1868
February 200088.2Not deficientExcellentExcellentVery Good1868
October 199888.2Not deficientExcellentExcellentVery Good1868
May 199681.5Not deficient-Very GoodSatisfactory4000
July 199421.2Not deficient-Very GoodSatisfactory4000
February 199221.2Not deficient-Very GoodSatisfactory4000
March 199216.8Structurally deficientPoorPoorPoor4000