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FULTON ST over I- 90,94 JFK

Map 

Coordinates:
+41.88678, -87.64623
41°53'12" N, 87°38'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FULTON ST over I- 90,94 JFK
Structure number:016205100000000
Old structure number:000016205126312 (from 1992 edition)
Location:0.8 M N I-290
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:74.2 ft. [22.6 m]
Total length:149.3 ft. [45.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1997]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.7 tons [57.0 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:74.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,279,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201674.0FairSatisfactorySatisfactoryGoodFO5000
August 201474.0FairSatisfactorySatisfactoryGoodFO5000
October 201277.0FairGoodSatisfactoryGoodFO5000
November 201077.0FairGoodSatisfactoryGoodFO5009
November 200877.0FairGoodSatisfactoryGoodFO5009
February 200777.0FairGoodSatisfactoryGoodFO5009
February 200577.0FairGoodSatisfactoryGoodFO5009
September 200377.0FairGoodSatisfactoryGood-5009
April 200277.0FairGoodSatisfactoryGood-5009
June 200066.0FairGoodFairGoodFO5009
July 199866.0FairGoodFairGoodFO5009
September 199766.0FairGoodFairGoodFO5009
November 199681.0FairGoodFairSatisfactoryFO-
October 199480.0FairFairFairSatisfactoryFO-
December 199380.0FairFairFairSatisfactoryFO-
December 199291.0FairFairGoodGoodFO-
January 199291.0FairFairGoodGoodFO-