SR 17 over RAMP-I480 WB TO SR237 SB


+41.41861, -81.83111
41°25'07" N, 81°49'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 17 over RAMP-I480 WB TO SR237 SB
Structure number:1802054
Location:2.89 MI E I 480
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,093 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.4FairSatisfactorySatisfactoryGood-18093
May 201594.9FairSatisfactorySatisfactoryGood-14500
May 201494.9FairSatisfactorySatisfactoryGood-14500
June 201394.9FairSatisfactorySatisfactoryGood-14500
April 201294.9FairSatisfactorySatisfactoryGood-14500
May 201193.9FairSatisfactorySatisfactoryGood-14500
June 201093.7FairSatisfactorySatisfactoryGood-22650
March 200993.7FairSatisfactorySatisfactoryGood-22650
October 200793.7FairSatisfactorySatisfactorySatisfactory-22650
October 200693.7FairGoodSatisfactorySatisfactory-22650
December 200593.7FairGoodSatisfactorySatisfactory-22650
June 200493.9FairGoodSatisfactorySatisfactory-21560
January 200395.9FairGoodSatisfactoryGood-21560
February 200295.9FairSatisfactorySatisfactoryGood-21560
March 200096.0FairSatisfactorySatisfactoryGood-20962
August 199996.0FairSatisfactorySatisfactoryVery Good-20962
June 199896.0FairSatisfactorySatisfactoryVery Good-20962
September 199796.0FairSatisfactorySatisfactoryVery Good-20962
October 199696.0FairSatisfactorySatisfactoryVery Good-20962
August 199595.8FairGoodSatisfactoryVery Good-20962
June 199495.8GoodGoodGoodVery Good-20962
May 199396.3FairGoodSatisfactoryVery Good-17599
November 199296.3FairGoodSatisfactoryVery Good-17599
May 199183.9FairFairFairGood-17599

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,15201,15200
Reinforced Concrete Decksq. ft.10,0389,0085285020
Wearing Surfacessq. ft.8,4488,02642200
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.159152700
Reinforced Concrete Pier Caplinear ft.1591441500
Assembly without Seal Jointlinear ft.132013200
Movable Bearingeach36181800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.256256000