Share:

IR90-WB over CEI OUTLET CHANNEL

Map 

Coordinates:
+41.53722, -81.64111
41°32'14" N, 81°38'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IR90-WB over CEI OUTLET CHANNEL
Structure number:1808311
Location:.23 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:73.8 ft. [22.5 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:State Highway Agency [01]
Year built:1952
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: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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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 deficientGoodSatisfactorySatisfactory61985
November 201489.3Not deficientGoodSatisfactorySatisfactory61985
September 201389.3Not deficientGoodSatisfactorySatisfactory61985
December 201289.3Not deficientGoodSatisfactorySatisfactory61985
October 201189.3Not deficientGoodSatisfactorySatisfactory61985
October 201089.2Not deficientGoodSatisfactorySatisfactory62815
October 200989.2Not deficientGoodSatisfactorySatisfactory62815
October 200889.2Not deficientGoodSatisfactorySatisfactory62815
September 200789.2Not deficientGoodSatisfactorySatisfactory62815
September 200689.2Not deficientGoodSatisfactorySatisfactory62815
November 200589.2Not deficientGoodSatisfactorySatisfactory62815
November 200489.2Not deficientGoodSatisfactorySatisfactory62890
August 200383.6Structurally deficientSeriousSatisfactorySatisfactory62890
July 200285.8Structurally deficientPoorSatisfactorySatisfactory62890
August 200185.8Structurally deficientPoorSatisfactorySatisfactory62890
September 200086.4Structurally deficientPoorSatisfactorySatisfactory59255
December 199986.4Structurally deficientPoorSatisfactorySatisfactory59255
October 199874.0Structurally deficientPoorSatisfactoryFair59255
May 199686.4Structurally deficientPoorGoodSatisfactory59255
May 199585.8Structurally deficientPoorGoodSatisfactory59255
June 199489.1Not deficient-GoodSatisfactory59255
August 199382.0Structurally deficientPoorGoodSatisfactory118620
September 199285.0Not deficientSatisfactoryVery GoodSatisfactory118620
July 199185.0Not deficientSatisfactoryVery GoodGood118620