RAMP WS FROM I-480 over NSC RR & RTA92


+41.42056, -81.82306
41°25'14" N, 81°49'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP WS FROM I-480 over NSC RR & RTA92
Structure number:1814222
Location:.22 MI. W. OF JCT. I-71
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:119.1 ft. [36.3 m]
Total length:398.0 ft. [121.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1980
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: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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,890 [as of 2001]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:93.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201693.7FairGoodSatisfactoryVery Good-7890
November 201593.7FairGoodSatisfactoryVery Good-7890
November 201493.7FairGoodSatisfactoryVery Good-7890
November 201393.7GoodGoodGoodGood-7890
August 201293.7GoodGoodGoodGood-7890
October 201192.7GoodGoodGoodGood-7890
June 201092.7GoodGoodGoodGood-7890
September 200992.7GoodGoodGoodGood-7890
December 200892.7GoodGoodGoodGood-7890
July 200792.7GoodGoodGoodGood-7890
May 200692.7GoodGoodGoodGood-7890
June 200592.7GoodGoodGoodGood-7890
March 200492.7GoodGoodGoodGood-7890
April 200392.7FairSatisfactoryGoodGood-7890
March 200292.7FairSatisfactoryGoodGood-7890
May 200085.5FairSatisfactoryGoodGood-32830
June 199985.5FairSatisfactoryGoodGood-32830
March 199885.5FairSatisfactoryVery GoodGood-32830
July 199785.5GoodGoodVery GoodGood-32830
August 199685.5GoodVery GoodVery GoodVery Good-32830
April 199585.9GoodGoodVery GoodGood-32830
April 199484.9GoodVery GoodVery GoodVery Good-32830
April 199385.9GoodGoodVery GoodGood-32830
June 199285.9GoodVery GoodGoodVery Good-32830
April 199185.9GoodVery GoodGoodVery Good-32830

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,99001,87010020
Reinforced Concrete Decksq. ft.17,61214,1642,6428060
Reinforced Concrete Pier Walllinear ft.5651500
Reinforced Concrete Abutmentlinear ft.9691410
Reinforced Concrete Pier Caplinear ft.144137700
Assembly without Seal Jointlinear ft.8884400
Movable Bearingeach25015100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.79666911980