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RTE I678 over RTE I678, FLUSHING CREEK

Map 

Coordinates:
+40.76280, -73.83559
40°45'46" N, 73°50'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I678 over RTE I678, FLUSHING CREEK
Structure number:000000001055913
Location:JCT GCP+I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:304.1 ft. [92.7 m]
Total length:4882.1 ft. [1488.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:34.1 ft. [10.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:65
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: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:140,410 [as of 2008]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.4 tons [80.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:48.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$107,777,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201648.6FairSatisfactoryFairFair-140410
December 201449.3FairSatisfactoryFairFair-140410
December 201249.4FairSatisfactoryFairFair-140400
December 201055.3FairSatisfactoryFairFair-44110
December 200853.4FairSatisfactoryFairFair-44110
October 200620.0FairFairFairFairSD44110
August 200452.3FairFairFairFairFO44110
September 200251.9FairFairFairFairFO46291
October 200051.9FairFairFairFairFO46291
October 199852.8FairFairFairFairFO35734
September 19970.0PoorSeriousSeriousPoorSD68857
November 199615.0PoorSeriousSeriousPoorSD68857
October 199515.0PoorPoorSeriousPoorSD68857
August 199415.0PoorSeriousSeriousSeriousSD68857
August 199315.0PoorPoorSeriousSeriousSD124783
September 199215.0PoorSeriousSeriousSeriousSD111874
October 199115.0PoorSeriousSeriousSeriousSD111874