76TH ST over I- 94 DAN RYAN


+41.71433, -87.53667
41°42'52" N, 87°32'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:76TH ST over I- 94 DAN RYAN
Structure number:016285000000000
Old structure number:000016285034141 (from 1992 edition)
Location:2.4 M N US 12
Purpose:Carries highway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:117.1 ft. [35.7 m]
Total length:273.6 ft. [83.4 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2005
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:3
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201595.0GoodGoodGoodVery GoodFO14000
December 201395.0GoodGoodVery GoodVery GoodFO14000
February 201295.0GoodGoodVery GoodVery Good-14900
April 201095.0GoodVery GoodVery GoodVery Good-14900
May 200895.0GoodExcellentExcellentVery Good-12000
May 200794.0GoodExcellentExcellentVery GoodFO12000