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EXTERIOR STREET over METRO NO COMMUTER

Map 

Coordinates:
+40.82643, -73.93082
40°49'35" N, 73°55'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EXTERIOR STREET over METRO NO COMMUTER
Structure number:000000001076879
Location:SW OF YANKEE STADIUM
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:142.4 ft. [43.4 m]
Total length:276.6 ft. [84.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2009
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:6,947 [as of 1996]
Truck traffic:4% of total traffic
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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:71.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,210,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201571.5Not deficientExcellentExcellentExcellent6947
September 201371.5Not deficientExcellentExcellentExcellent6947
October 201171.5Not deficientExcellentExcellentExcellent6947
December 200971.5Not deficientExcellentExcellentExcellent6947
March 200944.3Structurally deficientPoorFairPoor6947
March 200844.3Structurally deficientPoorFairPoor6947
April 200646.1Structurally deficientPoorFairPoor6947
May 200546.1Structurally deficientPoorFairPoor6947
April 200446.1Structurally deficientPoorFairPoor6947
April 200246.1Structurally deficientPoorFairPoor6947
March 200048.2Structurally deficientPoorFairPoor6947
November 199861.4Structurally deficientPoorFairFair6947
August 199730.4Structurally deficientPoorSeriousSerious6947
July 199628.7Structurally deficientPoorSeriousSerious6947
October 199530.1Structurally deficientPoorSeriousSerious5200
August 199430.1Structurally deficientPoorSeriousSerious5200
October 199330.1Structurally deficientPoorSeriousPoor5200
October 199230.1Structurally deficientPoorSeriousPoor5200
April 199030.1Structurally deficientPoorSeriousPoor5200