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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:99°
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:67
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:140,410 [as of 2008]
Truck traffic:10% 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.9 tons [32.6 metric tons]
Sufficiency rating:49.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$258,560,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201449.3Not deficientSatisfactoryFairFair140410
December 201249.4Not deficientSatisfactoryFairFair140400
December 201055.3Not deficientSatisfactoryFairFair44110
December 200853.4Not deficientSatisfactoryFairFair44110
October 200620.0Structurally deficientFairFairFair44110
August 200452.3Functionally obsoleteFairFairFair44110
September 200251.9Functionally obsoleteFairFairFair46291
October 200051.9Functionally obsoleteFairFairFair46291
October 199852.8Functionally obsoleteFairFairFair35734
September 19970.0Structurally deficientSeriousSeriousPoor68857
November 199615.0Structurally deficientSeriousSeriousPoor68857
October 199515.0Structurally deficientPoorSeriousPoor68857
August 199415.0Structurally deficientSeriousSeriousSerious68857
August 199315.0Structurally deficientPoorSeriousSerious124783
September 199215.0Structurally deficientSeriousSeriousSerious111874
October 199115.0Structurally deficientSeriousSeriousSerious111874