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RTE I278 over GRAHAM AVENUE, MEEKER AV

Map 

Coordinates:
+40.71923, -73.94529
40°43'09" N, 73°56'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over GRAHAM AVENUE, MEEKER AV
Structure number:00000000106560A
Location:1.3 MI SW JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
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: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:123,573 [as of 2002]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:62.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,984,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201562.0FairExcellentVery GoodSatisfactoryFO123573
June 201362.0FairExcellentVery GoodSatisfactoryFO123573
June 201162.0FairExcellentVery GoodSatisfactoryFO123573
June 201062.0GoodExcellentVery GoodGoodFO123573
May 200962.0GoodExcellentVery GoodGoodFO123573
May 200762.0GoodExcellentVery GoodVery GoodFO123573
May 200562.0GoodExcellentVery GoodVery GoodFO123573
June 200361.0GoodExcellentVery GoodVery GoodFO123573
June 200161.0GoodExcellentVery GoodVery GoodFO123095
June 199961.0GoodVery GoodVery GoodGoodFO137441
June 199761.0FairVery GoodSatisfactorySatisfactoryFO101140
May 199531.9PoorVery GoodFairPoorSD101140
March 199532.9PoorPoorPoorPoorSD101140
January 199232.9PoorPoorPoorPoorSD113505
May 199032.9PoorPoorPoorFairSD112297