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RTE I278 over 278I EB TO GCP EB, 32ND

Map 

Coordinates:
+40.75625, -73.89958
40°45'23" N, 73°53'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over 278I EB TO GCP EB, 32ND
Structure number:000000001078730
Location:RAMP TO BQE EB OV 32ND AV
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:84.0 ft. [25.6 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2004
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:Steel [3]
Main span 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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,324,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201498.0Not deficientExcellentExcellentGood10000
August 201298.0Not deficientExcellentExcellentGood10000
August 201090.0Not deficientExcellentExcellentGood10000
September 200890.0Not deficientExcellentExcellentExcellent10000
November 200694.0Not deficientExcellentExcellentExcellent10000
December 200435.0Not deficientExcellentExcellentExcellent10000