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101ST AVENUE over RTE I678, RTE I678, JFK

Map 

Coordinates:
+40.69398, -73.81182
40°41'38" N, 73°48'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:101ST AVENUE over RTE I678, RTE I678, JFK
Structure number:000000001055680
Location:1.1 MI SE RTE 678+RTE 25
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.7 ft. [18.5 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,223 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 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: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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:74.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$6,156,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201674.4GoodGoodVery GoodGoodFO9223
April 201474.5GoodGoodVery GoodGoodFO7784
April 201274.5GoodGoodVery GoodGoodFO7800
April 201074.5GoodGoodGoodGoodFO7784
April 200874.4GoodGoodVery GoodGoodFO9703
February 200674.4GoodVery GoodVery GoodGoodFO9558
January 200474.4GoodVery GoodVery GoodGoodFO9558
February 200274.4GoodGoodVery GoodGoodFO9558
January 200073.6FairSatisfactorySatisfactorySatisfactoryFO6488
January 199872.6FairFairSatisfactorySatisfactoryFO6488
January 199660.6FairFairFairFairFO7185
January 199465.4FairFairFairFairFO4320
January 199263.3PoorPoorFairFairSD4320
February 199064.3PoorPoorSatisfactoryFairSD4320