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

Map 

Coordinates:
+41.43833, -81.79389
41°26'18" N, 81°47'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W.143 over I-71(UNDER CR426 W143RD)
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: June 2015 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201587.3Functionally obsoleteVery GoodGoodVery Good1000
April 201487.3Functionally obsoleteVery GoodGoodVery Good1000
July 201385.3Functionally obsoleteVery GoodGoodVery Good1000
May 201285.3Functionally obsoleteVery GoodGoodVery Good1000
May 201187.3Functionally obsoleteVery GoodVery GoodVery Good1000
July 201087.3Functionally obsoleteVery GoodVery GoodVery Good1000
May 200987.3Functionally obsoleteVery GoodVery GoodVery Good1000
November 200887.3Functionally obsoleteVery GoodVery GoodVery Good1000
December 200785.3Functionally obsoleteExcellentVery GoodExcellent1000
November 200685.3Functionally obsoleteExcellentVery GoodExcellent1000
March 200555.2Structurally deficientPoorFairPoor1000
July 200471.3Structurally deficientPoorFairFair1000
June 200275.3Structurally deficientPoorFairFair1000
March 200175.3Structurally deficientPoorFairFair1000
March 200075.3Structurally deficientPoorSatisfactoryFair1000
July 199977.3Not deficientFairSatisfactoryFair1000
October 199877.3Not deficientFairSatisfactoryFair1000
July 199675.3Not deficientFairSatisfactoryFair1000
June 199586.3Functionally obsoleteFairSatisfactorySatisfactory1000
June 199486.3Functionally obsoleteFairSatisfactorySatisfactory1000
June 199386.3Functionally obsoleteFairSatisfactorySatisfactory1000
July 199286.3Functionally obsoleteFairSatisfactorySatisfactory1000
July 199186.3Functionally obsoleteFairSatisfactorySatisfactory1000