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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,039 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:89.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201689.4FairGoodSatisfactorySatisfactory-61039
October 201589.3FairVery GoodSatisfactorySatisfactory-61985
November 201489.3FairVery GoodSatisfactorySatisfactory-61985
September 201389.3FairVery GoodSatisfactorySatisfactory-61985
December 201289.3FairVery GoodSatisfactorySatisfactory-61985
October 201189.3FairVery GoodSatisfactorySatisfactory-61985
October 201089.2FairVery GoodSatisfactorySatisfactory-62815
October 200989.2FairVery GoodSatisfactorySatisfactory-62815
October 200889.2FairVery GoodSatisfactorySatisfactory-62815
September 200789.2FairVery GoodSatisfactorySatisfactory-62815
September 200689.2FairVery GoodSatisfactorySatisfactory-62815
November 200589.2FairVery GoodSatisfactorySatisfactory-62815
November 200489.2FairGoodSatisfactorySatisfactory-62890
August 200388.1FairFairSatisfactorySatisfactory-62890
July 200288.1FairFairSatisfactorySatisfactory-62890
September 200088.6FairFairSatisfactorySatisfactory-59255
December 199988.6FairFairSatisfactorySatisfactory-59255
October 199888.6FairFairSatisfactorySatisfactory-59255
May 199688.6FairFairGoodGood-59255
May 199588.0FairFairGoodGood-59255
June 199488.0FairFairGoodGood-59255
August 199385.0FairSatisfactoryGoodGood-118620
September 199285.0FairSatisfactoryGoodSatisfactory-118620
July 199185.0FairSatisfactoryVery GoodGood-118620