RAMP ES TO I-77 SB over UP 90,DN 77NB TOGO 90WB


+41.49583, -81.67778
41°29'45" N, 81°40'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP ES TO I-77 SB over UP 90,DN 77NB TOGO 90WB
Structure number:1806939
Location:1.84 MI. N. OF JCT. SR-14
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:47.9 ft. [14.6 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:Low slump Concrete [4]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,483 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
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:90.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201690.1FairFairSatisfactoryVery Good-8483
December 201588.3FairSatisfactorySatisfactoryVery Good-36440
December 201488.3FairSatisfactorySatisfactoryVery Good-36440
August 201387.3FairFairGoodGood-36440
June 201287.3FairFairGoodGood-36440
July 201188.3FairSatisfactoryGoodGood-36440
November 201088.0FairSatisfactoryGoodGood-39740
December 200988.0FairSatisfactoryGoodGood-39740
December 200888.0FairSatisfactoryGoodGood-39740
November 200788.0FairSatisfactoryGoodGood-39740
December 200688.0FairSatisfactoryGoodGood-39740
November 200588.0FairSatisfactoryGoodGood-39740
July 200491.3FairSatisfactoryGoodGood-6570
November 200391.3FairSatisfactoryGoodGood-6570
November 200291.3FairSatisfactoryGoodGood-6570
November 200081.2FairSatisfactoryGoodGood-107080
July 199981.2FairSatisfactoryGoodGood-107080
January 199981.2FairSatisfactoryGoodGood-107080
October 199781.2FairSatisfactoryGoodGood-107080
November 199681.2FairSatisfactorySatisfactoryVery Good-107080
March 199683.4FairSatisfactoryGoodGood-107080
September 199485.6GoodGoodGoodVery Good-107080
November 199385.6GoodVery GoodGoodVery Good-107080
June 199272.1FairFairSatisfactoryFair-107080
October 199173.2FairSatisfactorySatisfactoryFair-107080

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.88575189450
Reinforced Concrete Decksq. ft.5,9503,5601,7856005
Wearing Surfacessq. ft.4,8783,6609752430
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.101752510
Reinforced Concrete Pier Caplinear ft.101101000
Assembly without Seal Jointlinear ft.1018110100
Movable Bearingeach30150150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.23636177230