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I-90 WB over CONRAIL RR

Map 

Coordinates:
+41.73167, -85.77833
41°43'54" N, 85°46'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-90 WB over CONRAIL RR
Structure number:048180
Location:01.26 E SR 15
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:50.9 ft. [15.5 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:22°
Owner:State Toll Authority [31]
Year built:1956
Year reconstructed:2005
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:3
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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,465 [as of 2015]
Truck traffic:39% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201596.8Not deficientVery GoodVery GoodVery Good12465
August 201396.8Not deficientVery GoodVery GoodVery Good12805
August 201198.8Not deficientVery GoodVery GoodGood12805
September 200996.8Not deficientVery GoodVery GoodGood12805
September 200796.8Not deficientVery GoodVery GoodVery Good12805
August 200597.4Not deficientVery GoodVery GoodVery Good12805
September 200386.3Functionally obsoleteSatisfactoryGoodSatisfactory12554
August 200186.3Functionally obsoleteGoodVery GoodSatisfactory12554
July 199985.8Functionally obsoleteSatisfactoryGoodSatisfactory11080
September 199785.8Functionally obsoleteSatisfactoryGoodSatisfactory11080
November 199586.3Functionally obsoleteSatisfactoryGoodSatisfactory8430
September 199386.3Functionally obsoleteSatisfactoryGoodSatisfactory7600
November 199188.3Not deficientSatisfactoryGoodSatisfactory7600