Share:

IR90-EB over CEI INTAKE CHANNEL

Map 

Coordinates:
+41.53611, -81.64306
41°32'10" N, 81°38'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IR90-EB over CEI INTAKE CHANNEL
Structure number:1808397
Location:.34 MI W OF JCT SR283DA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed: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]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:61,985 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201589.3Not deficientVery GoodSatisfactorySatisfactory61985
November 201489.3Not deficientVery GoodSatisfactorySatisfactory61985
September 201389.3Not deficientVery GoodSatisfactorySatisfactory61985
December 201289.3Not deficientVery GoodSatisfactorySatisfactory61985
October 201189.3Not deficientVery GoodSatisfactorySatisfactory61985
October 201089.2Not deficientVery GoodSatisfactorySatisfactory62815
October 200989.2Not deficientVery GoodSatisfactorySatisfactory62815
October 200889.2Not deficientVery GoodSatisfactorySatisfactory62815
September 200789.2Not deficientVery GoodSatisfactorySatisfactory62815
September 200689.2Not deficientVery GoodSatisfactorySatisfactory62815
November 200589.2Not deficientVery GoodSatisfactorySatisfactory62815
November 200489.2Not deficientGoodSatisfactorySatisfactory62890
August 200388.1Not deficientFairSatisfactorySatisfactory62890
July 200288.1Not deficientFairSatisfactorySatisfactory62890
September 200088.6Not deficientFairSatisfactorySatisfactory59255
December 199988.6Not deficientFairSatisfactorySatisfactory59255
October 199888.6Not deficientFairSatisfactorySatisfactory59255
May 199688.6Not deficientFairGoodGood59255
May 199588.0Not deficientFairGoodGood59255
June 199488.0Not deficientFairGoodGood59255
August 199385.0Not deficientSatisfactoryGoodGood118620
September 199285.0Not deficientSatisfactoryGoodSatisfactory118620
July 199185.0Not deficientSatisfactoryVery GoodGood118620