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RTE I678 over 678I 678I0E011081, SERVI

Map 

Coordinates:
+40.77144, -73.83343
40°46'17" N, 73°50'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I678 over 678I 678I0E011081, SERVI
Structure number:000000001065182
Location:WHITESTONE EXPRESSWAY NB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:65.0 ft. [19.8 m]
Total length:555.8 ft. [169.4 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1984
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:9
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70,205 [as of 2008]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:78.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,422,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201578.0FairGoodFairSatisfactoryFO70205
June 201379.1FairGoodFairFairFO51114
July 201190.5FairGoodSatisfactorySatisfactoryFO51114
July 200989.5FairGoodSatisfactorySatisfactoryFO70205
July 200790.5FairGoodSatisfactoryGoodFO51114
June 200590.5FairGoodSatisfactoryGoodFO51114
May 200381.1FairGoodFairGood-51114
June 200181.1FairGoodFairGood-51015
March 199926.9PoorGoodSeriousGoodSD52454
June 199763.0Poor-PoorFairSD39595
June 199660.0Poor-PoorPoorSD39595
May 199561.2Poor-PoorPoorSD39595
June 199358.5Poor-PoorFairSD62391
July 199177.9Fair-SatisfactoryFair-44361