+41.77259, -87.62612
41°46'21" N, 87°37'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:67TH ST (MARQUETTE over I- 94 RYAN & CTA
Structure number:016114700000000
Old structure number:000016114726284 (from 1992 edition)
Location:3.5 M N OF 95TH ST
Purpose:Carries highway overpass over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:313.0 ft. [95.4 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2004
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:5
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,200 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:97.4 tons [88.5 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,298,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201693.7GoodGoodVery GoodGoodFO13200
June 201475.1GoodGoodVery GoodGoodFO14500
December 201257.0GoodGoodVery GoodGood-12100
January 201176.2GoodGoodVery GoodVery Good-12100
July 200976.1GoodGoodVery GoodVery Good-14000
December 200776.1GoodVery GoodVery GoodVery GoodFO14000
February 200693.1GoodExcellentExcellentVery GoodFO18509
July 200480.9FairFairFairFairFO18509
April 200380.9FairFairFairFairFO18509
September 200280.9FairFairFairFairFO18509
September 200080.9FairFairFairFairFO18500
March 199980.9FairFairFairFairFO18500
February 199744.7PoorSeriousSeriousFairSD18500
June 199543.3PoorSeriousSeriousFairSD18500
June 199443.3PoorSeriousSeriousFairSD18500
November 199343.3PoorSeriousSeriousFairSD18500
April 199243.3PoorSeriousSeriousSatisfactorySD18500
February 199180.2FairFairFairSatisfactoryFO18500