W.143 over I-71(UNDER W143RD) CR426


+41.43833, -81.79389
41°26'18" N, 81°47'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W.143 over I-71(UNDER W143RD) CR426
Structure number:1804928
Location:2.26 MI. N. OF JCT. I-480
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:77.1 ft. [23.5 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2002]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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]
Sufficiency rating:87.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201687.3GoodVery GoodGoodVery GoodFO1000
June 201587.3GoodVery GoodGoodVery GoodFO1000
April 201487.3GoodVery GoodGoodVery GoodFO1000
July 201385.3GoodVery GoodGoodVery GoodFO1000
May 201285.3GoodVery GoodGoodVery GoodFO1000
May 201187.3GoodVery GoodVery GoodVery GoodFO1000
July 201087.3GoodVery GoodVery GoodVery GoodFO1000
May 200987.3GoodVery GoodVery GoodVery GoodFO1000
November 200887.3GoodVery GoodVery GoodVery GoodFO1000
December 200785.3GoodExcellentVery GoodExcellentFO1000
November 200685.3GoodExcellentVery GoodExcellentFO1000
March 200555.2PoorPoorFairPoorSD1000
July 200471.3PoorPoorFairFairSD1000
June 200275.3PoorPoorFairFairSD1000
March 200175.3PoorPoorFairFairSD1000
March 200075.3PoorPoorSatisfactoryFairSD1000
July 199977.3FairFairSatisfactoryFair-1000
October 199877.3FairFairSatisfactoryFair-1000
July 199675.3FairFairSatisfactoryFair-1000
June 199586.3FairFairSatisfactorySatisfactoryFO1000
June 199486.3FairFairSatisfactorySatisfactoryFO1000
June 199386.3FairFairSatisfactorySatisfactoryFO1000
July 199286.3FairFairSatisfactorySatisfactoryFO1000
July 199186.3FairFairSatisfactorySatisfactoryFO1000