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MONROE ST over I- 90,94 JFK

Map 

Coordinates:
+41.88051, -87.64550
41°52'50" N, 87°38'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MONROE ST over I- 90,94 JFK
Structure number:016205400000000
Old structure number:000016205426315 (from 1992 edition)
Location:0.3 M N I-290
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2000
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:11,400 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.5 tons [76.8 metric tons]
Inventory rating:50.6 tons [46.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,573,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201463.0Functionally obsoleteGoodFairGood11400
July 201277.0Functionally obsoleteGoodSatisfactoryGood11300
August 201077.0Functionally obsoleteGoodSatisfactoryGood11300
August 200877.0Functionally obsoleteGoodSatisfactoryGood15900
November 200677.0Functionally obsoleteVery GoodSatisfactoryGood15900
November 200532.0Structurally deficientPoorSeriousPoor12409
February 200532.0Structurally deficientPoorSeriousPoor12409
September 200332.0Structurally deficientPoorSeriousPoor12409
January 200332.0Structurally deficientPoorSeriousPoor12409
June 200132.0Structurally deficientPoorSeriousPoor12409
July 200032.0Structurally deficientPoorSeriousPoor12400
May 199932.0Structurally deficientPoorSeriousPoor12400
June 199832.0Structurally deficientPoorSeriousPoor12400
September 199732.0Structurally deficientPoorSeriousPoor12400
November 199632.0Structurally deficientPoorSeriousPoor12400
January 199447.0Structurally deficientPoorPoorPoor12400
December 199263.0Structurally deficientPoorSatisfactoryFair12400
January 199263.0Structurally deficientPoorSatisfactoryFair12400