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RTE I278 over SIRT SOUTH SHORE

Map 

Coordinates:
+40.60625, -74.08158
40°36'23" N, 74°04'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over SIRT SOUTH SHORE
Structure number:000000001075753
Location:2.6MI W JCT I278&BELT PKY
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:126,055 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:86.8 tons [78.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,301,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201583.6Functionally obsoleteVery GoodVery GoodExcellent126055
October 201392.0Functionally obsoleteVery GoodVery GoodExcellent1000
September 201192.0Not deficientExcellentExcellentExcellent1000
July 200992.0Not deficientExcellentExcellentExcellent1000
November 200792.0Not deficientExcellentExcellentExcellent1000
December 200592.0Not deficientExcellentExcellentExcellent1000