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JFK EXPRESSWAY SB over RTE 907D, RTE 907D, SO.

Map 

Coordinates:
+40.66525, -73.78902
40°39'55" N, 73°47'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JFK EXPRESSWAY SB over RTE 907D, RTE 907D, SO.
Structure number:000000001073081
Location:0.7 MI E I678 & BELT PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:147.0 ft. [44.8 m]
Total length:987.9 ft. [301.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1992
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:8
Main spans material:Steel continuous [4]
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:1,247 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$644,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201493.9Functionally obsoleteVery GoodVery GoodGood1247
April 201291.7Functionally obsoleteVery GoodExcellentGood44956
April 201091.7Functionally obsoleteVery GoodExcellentGood44956
April 200891.7Functionally obsoleteVery GoodExcellentGood44956
February 200691.7Functionally obsoleteVery GoodExcellentGood44956
February 200491.7Functionally obsoleteVery GoodExcellentGood44956
April 200294.8Not deficientVery GoodExcellentGood44956
February 200092.8Not deficientVery GoodVery GoodGood44956
20000.0Not applicable---30000
April 199881.5Not deficientSatisfactoryGoodFair44956
April 199679.0Not deficientVery GoodVery GoodFair44956
March 199491.5Not deficientVery GoodVery GoodSatisfactory44956