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RTE I678 over BOAT BASIN ROAD, FLUSHIN

Map 

Coordinates:
+40.76268, -73.83557
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 BOAT BASIN ROAD, FLUSHIN
Structure number:000000001055911
Location:JCT GCP+I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:173.9 ft. [53.0 m]
Total length:5060.9 ft. [1542.5 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1996
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:70
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70,205 [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 corrrective action [3]
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 and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:67.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$209,353,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201667.3FairSatisfactoryFairFairFO70205
September 201453.9FairGoodFairFairFO88220
October 201234.2PoorVery GoodSatisfactoryPoorSD88220
September 201034.2PoorVery GoodSatisfactoryPoorSD88220
September 200834.2PoorVery GoodSatisfactoryPoorSD88220
August 200653.9FairVery GoodSatisfactoryFairFO88220
August 200458.4FairVery GoodSatisfactoryFairFO88220
October 200269.1FairVery GoodGoodSatisfactoryFO92583
September 200069.1FairVery GoodSatisfactorySatisfactoryFO92583
September 199870.4FairGoodSatisfactorySatisfactoryFO71469
August 199653.7PoorSatisfactoryPoorPoorSD34428
July 199452.6PoorSatisfactoryPoorPoorSD34428
September 199349.8PoorSatisfactoryPoorPoorSD62391
October 199229.1PoorPoorSeriousPoorSD55937
October 199129.1PoorPoorSeriousPoorSD55937