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RTE I278 over 32ND AVE

Map 

Coordinates:
+40.75624, -73.89966
40°45'22" N, 73°53'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over 32ND AVE
Structure number:000000002230690
Location:BQE EB OVER 32 AVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:16.7 ft. [5.1 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:51,030 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:70.8 tons [64.4 metric tons]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,296,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.0Not deficientVery GoodVery GoodVery Good51030
June 201297.0Not deficientVery GoodExcellentExcellent51000
July 201097.0Not deficientVery GoodExcellentExcellent33134
August 200897.0Not deficientExcellentExcellentExcellent51796
August 200697.0Not deficientExcellentExcellentExcellent51811
June 200473.0Functionally obsoleteExcellentExcellentExcellent119363
June 200315.0Structurally deficientPoorCriticalFair119363
March 200361.0Functionally obsoleteFairSatisfactoryFair119132
April 200161.0Functionally obsoleteFairSatisfactoryFair119132
January 200045.0Structurally deficientPoorPoorFair121585
February 199960.0Structurally deficientPoorPoorPoor106563
May 199860.0Structurally deficientPoorPoorFair104071
May 199760.0Structurally deficientPoorPoorPoor102445
June 199644.2Structurally deficientPoorPoorPoor102445
May 199530.0Structurally deficientPoorSeriousPoor102445
April 199430.0Structurally deficientPoorSeriousPoor124323
June 199340.8Structurally deficientPoorPoorPoor102445
July 199240.8Structurally deficientPoorPoorPoor116580
September 199025.8Structurally deficientFairPoorPoor116580