69TH ST over I- 94 DAN RYAN


+41.76908, -87.62596
41°46'09" N, 87°37'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:69TH ST over I- 94 DAN RYAN
Structure number:016018900000000
Old structure number:000016018903974 (from 1992 edition)
Location:AT STATE
Purpose:Carries highway overpass over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:268.1 ft. [81.7 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:94.8 ft. [28.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1999
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:9,200 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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:64.5 tons [58.6 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,433,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201494.1Functionally obsoleteGoodVery GoodSatisfactory9200
December 201294.2Functionally obsoleteGoodVery GoodSatisfactory8500
January 201194.6Functionally obsoleteGoodVery GoodGood8500
February 200994.4Functionally obsoleteGoodVery GoodGood12400
February 200694.8Not deficientGoodVery GoodGood5009
March 200293.8Functionally obsoleteVery GoodVery GoodVery Good5009
January 200093.7Functionally obsoleteVery GoodExcellentVery Good5009
200093.7Functionally obsoleteVery GoodExcellentVery Good5009
August 199846.4Structurally deficientSeriousSeriousFair5009
August 199647.0Structurally deficientSeriousSeriousFair-
July 199547.0Structurally deficientSeriousSeriousFair-
June 199447.0Structurally deficientSeriousSeriousPoor-
November 199347.0Structurally deficientSeriousSeriousPoor-
April 199247.0Structurally deficientSeriousSeriousPoor-
February 199166.0Structurally deficientFairFairPoor-