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76TH ST over I- 94 DAN RYAN

Map 

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

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.0Functionally obsoleteGoodGoodVery Good14000
December 201395.0Functionally obsoleteGoodVery GoodVery Good14000
February 201295.0Not deficientGoodVery GoodVery Good14900
April 201095.0Not deficientVery GoodVery GoodVery Good14900
May 200895.0Not deficientExcellentExcellentVery Good12000
May 200794.0Functionally obsoleteExcellentExcellentVery Good12000