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WEST 68TH STREET over AMTRAK, RELIEF

Map 

Coordinates:
+40.77833, -73.98833
40°46'42" N, 73°59'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 68TH STREET over AMTRAK, RELIEF
Structure number:000000002269210
Location:W68ST E PF ROVERSODE DRVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:34.8 ft. [10.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
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:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,030,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201582.8Functionally obsoleteExcellentExcellentExcellent-
November 201377.5Functionally obsoleteExcellentExcellentExcellent500
December 201177.5Functionally obsoleteExcellentExcellentExcellent500
November 200977.5Functionally obsoleteExcellentExcellentExcellent500
November 200777.5Not deficientExcellentExcellentExcellent500
September 200577.5Not deficientExcellentExcellentExcellent500
November 200377.5Not deficientExcellentExcellentExcellent500
August 200181.5Not deficientExcellentExcellentExcellent500