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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201588.0Not deficientVery GoodExcellentGood139632
October 201388.0Not deficientExcellentExcellentGood139632
November 201188.0Not deficientExcellentExcellentGood139600
November 200988.0Not deficientExcellentExcellentGood88220
September 200729.0Not deficientFairPoorFair88220
December 200647.0Structurally deficientFairPoorFair88220
August 200547.0Structurally deficientFairPoorFair88220
June 200463.0Functionally obsoleteFairFairFair88220
July 200363.0Functionally obsoleteFairFairFair88220
August 200163.0Functionally obsoleteFairFairFair112239
May 199960.8Structurally deficientPoorFairFair112239
August 199745.0Structurally deficientPoorPoorPoor112239
September 199629.7Structurally deficientPoorSeriousPoor112239
June 199529.7Structurally deficientPoorSeriousPoor112239
May 199345.0Structurally deficientPoorPoorPoor112239
January 199147.0Structurally deficientPoorPoorPoor112239