WEST 106TH STREET over IR-90


+41.46722, -81.76056
41°28'02" N, 81°45'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 106TH STREET over IR-90
Structure number:1808303
Location:.75 MI W OF JCT SR 10
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
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:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2002]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201685.3FairGoodVery GoodSatisfactoryFO1000
August 201585.3GoodGoodVery GoodGoodFO1000
August 201485.3GoodGoodVery GoodGoodFO1000
December 201385.3GoodGoodVery GoodGoodFO1000
December 201287.3GoodGoodVery GoodGoodFO1000
October 201187.3GoodGoodVery GoodGoodFO1000
November 201087.3GoodGoodVery GoodGoodFO1000
March 200987.3GoodGoodVery GoodGoodFO1000
July 200887.3GoodGoodVery GoodGoodFO1000
May 200785.3GoodGoodVery GoodGoodFO1000
June 200685.3GoodGoodVery GoodGoodFO1000
July 200585.3GoodGoodVery GoodGoodFO1000
May 200485.3GoodGoodVery GoodGoodFO1000
June 200385.3GoodGoodVery GoodGoodFO1000
April 200289.3GoodGoodVery GoodGood-1000
June 200089.3GoodGoodVery GoodGood-1000
March 199989.3FairGoodVery GoodSatisfactory-1000
June 199889.3FairGoodVery GoodSatisfactory-1000
July 199689.3FairGoodVery GoodSatisfactory-1000
September 199589.3GoodGoodVery GoodGood-1000
May 199489.3FairGoodVery GoodSatisfactory-1000
April 199389.3FairSatisfactoryVery GoodVery Good-1000
April 199289.3GoodVery GoodGoodVery Good-1000
March 199189.3GoodVery GoodVery GoodVery Good-1000