RANDOLPH ST over I- 90,94 JFK


+41.88442, -87.64559
41°53'04" N, 87°38'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RANDOLPH ST over I- 90,94 JFK
Structure number:016060800000000
Old structure number:000016060804275 (from 1992 edition)
Location:0.6 M N I-290
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:99.4 ft. [30.3 m]
Total length:286.4 ft. [87.3 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2003
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:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:7,100 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:60.3 tons [54.8 metric tons]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,577,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.0Not deficientSatisfactorySatisfactorySatisfactory7100
November 201297.0Not deficientGoodSatisfactorySatisfactory14700
November 201097.0Not deficientGoodGoodGood14700
June 200997.0Not deficientGoodGoodGood6300
April 200797.0Not deficientGoodGoodGood6300
November 200597.0Not deficientVery GoodVery GoodGood22009
January 200497.0Not deficientExcellentVery GoodVery Good22009
June 200266.2Structurally deficientPoorPoorSatisfactory18300
May 200166.2Structurally deficientPoorPoorSatisfactory18300
May 200067.0Structurally deficientPoorPoorSatisfactory18300
July 199967.0Structurally deficientPoorPoorSatisfactory18300
June 199867.0Structurally deficientPoorPoorSatisfactory18300
September 199767.0Structurally deficientPoorPoorSatisfactory18300
November 199667.0Structurally deficientPoorPoorSatisfactory-
October 199468.0Structurally deficientPoorPoorFair-
December 199368.0Structurally deficientPoorPoorFair-
December 199284.0Structurally deficientPoorSatisfactoryFair-
January 199284.0Structurally deficientPoorSatisfactoryFair-