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I-90 AND I-71 over STARKWEATHER AVE

Map

Coordinates:
+41.47750, -81.69306
41°28'39" N, 81°41'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-90 AND I-71 over STARKWEATHER AVE
Structure number:1807625
Location:.27 MI. N OF JCT I-71
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:165.4 ft. [50.4 m]
Roadway width between curbs:139.1 ft. [42.4 m]
Deck width edge-to-edge:160.1 ft. [48.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,186 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.0GoodExcellentGoodExcellent-10186
December 201589.7GoodExcellentGoodVery Good-66045
December 201489.7FairSatisfactorySatisfactorySatisfactory-66045
November 201389.7FairSatisfactoryGoodGood-66045
October 201289.7FairSatisfactoryGoodGood-66045
August 201188.7FairSatisfactoryGoodGood-66045
November 201088.7FairSatisfactoryGoodGood-65465
October 200989.3FairSatisfactoryGoodGood-59710
November 200889.3FairSatisfactoryGoodGood-59710
November 200789.3FairSatisfactorySatisfactorySatisfactory-59710
July 200689.3FairSatisfactorySatisfactorySatisfactory-59710
June 200589.3FairSatisfactorySatisfactorySatisfactory-59710
May 200489.5FairSatisfactorySatisfactorySatisfactory-57745
June 200388.4FairFairSatisfactorySatisfactory-57745
June 200288.4FairFairSatisfactorySatisfactory-57745
October 200088.0FairFairSatisfactorySatisfactory-61805
November 199988.0FairFairSatisfactorySatisfactory-61805
June 199888.0FairFairSatisfactorySatisfactory-61805
July 199688.0FairFairSatisfactoryGood-61805
September 199578.5FairSatisfactoryFairGood-61805
May 199478.5FairFairFairGood-61805
May 199377.8FairFairFairGood-68920
April 199290.7FairSatisfactorySatisfactoryGood-68920
March 199190.7FairSatisfactorySatisfactoryVery Good-68920

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,8802,73614400
Deck
Reinforced Concrete Decksq. ft.26,67626,676000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.325325000
Reinforced Concrete Pier Caplinear ft.325325000
Joints
Assembly without Seal Jointlinear ft.102102000
Bearings
Movable Bearingeach5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.331331000