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I-480 over CSX RR

Map

Coordinates:
+41.42167, -81.77667
41°25'18" N, 81°46'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-480 over CSX RR
Structure number:1812912
Location:2.21 MI. E. OF JCT. I-71
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.1 ft. [36.9 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:167.0 ft. [50.9 m]
Deck width edge-to-edge:170.9 ft. [52.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1985
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:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:118,333 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
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:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201685.0FairGoodSatisfactoryGood-118333
August 201585.0FairVery GoodSatisfactoryGood-121010
December 201485.0FairVery GoodSatisfactoryGood-121010
November 201385.0FairGoodSatisfactoryGood-121010
June 201285.0FairGoodSatisfactoryGood-121010
April 201185.0FairSatisfactorySatisfactoryGood-121010
June 201085.0FairSatisfactorySatisfactoryGood-137980
May 200985.0FairSatisfactorySatisfactoryGood-137980
September 200885.0FairSatisfactorySatisfactoryGood-137980
November 200785.0FairSatisfactorySatisfactoryGood-137980
September 200685.0FairSatisfactorySatisfactoryGood-137980
September 200585.0FairSatisfactorySatisfactoryGood-137980
September 200485.0FairSatisfactorySatisfactoryGood-136640
October 200385.0FairSatisfactorySatisfactoryGood-136640
August 200285.0FairSatisfactorySatisfactoryGood-136640
April 200184.0FairSatisfactorySatisfactoryGood-136640
March 200084.0FairSatisfactorySatisfactoryGood-101987
June 199984.0GoodGoodGoodGood-101987
October 199884.0FairSatisfactorySatisfactorySatisfactory-101987
July 199784.0FairGoodGoodSatisfactory-101987
August 199684.0GoodGoodGoodGood-101987
April 199585.0FairGoodSatisfactoryGood-101987
April 199484.0GoodGoodGoodVery Good-101987
April 199385.1FairGoodSatisfactoryGood-85711
June 199285.1FairGoodSatisfactoryVery Good-85711
April 199185.1GoodVery GoodVery GoodVery Good-85711

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,0004,8006006000
Deck
Reinforced Concrete Decksq. ft.53,30046,9045,330533533
Wearing Surfacessq. ft.52,10446,8942,6052,6050
Substructure
Reinforced Concrete Pier Walllinear ft.247247000
Reinforced Concrete Abutmentlinear ft.68461634340
Reinforced Concrete Pier Caplinear ft.6846503400
Joints
Assembly without Seal Jointlinear ft.684548683434
Bearings
Elastomeric Bearingeach8274440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6245566260