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WEST 106TH STREET over IR-90

Map 

Coordinates:
+41.46722, -81.76056
41°28'02" N, 81°45'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: August 2015 

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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201585.3Functionally obsoleteGoodVery GoodGood1000
August 201485.3Functionally obsoleteGoodVery GoodGood1000
December 201385.3Functionally obsoleteGoodVery GoodGood1000
December 201287.3Functionally obsoleteGoodVery GoodGood1000
October 201187.3Functionally obsoleteGoodVery GoodGood1000
November 201087.3Functionally obsoleteGoodVery GoodGood1000
March 200987.3Functionally obsoleteGoodVery GoodGood1000
July 200887.3Functionally obsoleteGoodVery GoodGood1000
May 200785.3Functionally obsoleteGoodVery GoodGood1000
June 200685.3Functionally obsoleteGoodVery GoodGood1000
July 200585.3Functionally obsoleteGoodVery GoodGood1000
May 200485.3Functionally obsoleteGoodVery GoodGood1000
June 200385.3Functionally obsoleteGoodVery GoodGood1000
April 200289.3Not deficientGoodVery GoodGood1000
June 200089.3Not deficientGoodVery GoodGood1000
March 199989.3Not deficientGoodVery GoodSatisfactory1000
June 199889.3Not deficientGoodVery GoodSatisfactory1000
July 199689.3Not deficientGoodVery GoodSatisfactory1000
September 199589.3Not deficientGoodVery GoodGood1000
May 199489.3Not deficientGoodVery GoodSatisfactory1000
April 199389.3Not deficientSatisfactoryVery GoodVery Good1000
April 199289.3Not deficientVery GoodGoodVery Good1000
March 199189.3Not deficientVery GoodVery GoodVery Good1000