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SR 19 NB over I-90 EB/WB

Map 

Coordinates:
+41.73167, -85.97500
41°43'54" N, 85°58'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 19 NB over I-90 EB/WB
Structure number:005180
Location:09.15 N US 20
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:130.9 ft. [39.9 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1991
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:11,631 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:76.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.8Not deficientGoodVery GoodVery Good11631
February 201376.8Not deficientVery GoodVery GoodVery Good11631
February 201174.8Not deficientVery GoodVery GoodVery Good11631
February 200974.8Not deficientVery GoodVery GoodVery Good11631
February 200776.2Functionally obsoleteSatisfactoryVery GoodVery Good11631
February 200574.8Functionally obsoleteSatisfactoryVery GoodVery Good11631
February 200374.9Functionally obsoleteGoodVery GoodVery Good11403
February 200174.9Functionally obsoleteGoodVery GoodVery Good11403
February 199977.4Not deficientGoodVery GoodVery Good9813
February 199777.4Not deficientVery GoodVery GoodVery Good9813
February 199577.1Not deficientVery GoodVery GoodVery Good9993
March 199377.5Not deficientVery GoodVery GoodVery Good9100
May 199177.5Not deficientVery GoodVery GoodVery Good9100