RTE I678 over Ramp to 678I SB, FLUSHIN


+40.76259, -73.83947
40°45'45" N, 73°50'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I678 over Ramp to 678I SB, FLUSHIN
Structure number:00000000105578J
Location:JCT I495 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:306.4 ft. [93.4 m]
Total length:2990.0 ft. [911.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2007
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:18
Main spans material:Steel [3]
Main spans design:Box beam or girders - Multiple [05]
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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:139,632 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:88.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$83,482,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201588.0GoodVery GoodExcellentGood-139632
October 201388.0GoodExcellentExcellentGood-139632
November 201188.0GoodExcellentExcellentGood-139600
November 200988.0GoodExcellentExcellentGood-88220
September 200729.0PoorFairPoorFair-88220
December 200647.0PoorFairPoorFairSD88220
August 200547.0PoorFairPoorFairSD88220
June 200463.0FairFairFairFairFO88220
July 200363.0FairFairFairFairFO88220
August 200163.0FairFairFairFairFO112239
May 199960.8PoorPoorFairFairSD112239
August 199745.0PoorPoorPoorPoorSD112239
September 199629.7PoorPoorSeriousPoorSD112239
June 199529.7PoorPoorSeriousPoorSD112239
May 199345.0PoorPoorPoorPoorSD112239
January 199147.0PoorPoorPoorPoorSD112239