SCRANTON RD CR 424 over IR90&490 (CUY-90-14.52)


+41.47361, -81.69583
41°28'25" N, 81°41'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCRANTON RD CR 424 over IR90&490 (CUY-90-14.52)
Structure number:1809261
Location:.13 MI. E. OF JCT US42
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:314.0 ft. [95.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1968
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: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:Other [9]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,057 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:64.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201664.2PoorPoorGoodFairSD5057
October 201562.2PoorPoorGoodFairSD18035
June 201462.2PoorPoorGoodFairSD18035
August 201373.7PoorPoorGoodSatisfactorySD18035
May 201275.8FairFairGoodSatisfactory-18035
July 201175.8FairFairGoodSatisfactory-18035
November 201075.8FairFairGoodSatisfactory-18035
December 200975.8FairFairGoodSatisfactory-18035
December 200875.8FairFairGoodSatisfactory-18035
October 200773.8FairFairGoodSatisfactory-18035
November 200673.8FairFairGoodSatisfactory-18035
December 200573.8FairFairGoodSatisfactory-18035
September 200473.8FairFairGoodSatisfactory-18035
June 200374.8FairSatisfactoryGoodSatisfactory-18035
April 200276.9FairSatisfactorySatisfactorySatisfactory-18035
October 200092.9FairSatisfactoryGoodSatisfactory-1000
August 199992.9FairSatisfactoryGoodSatisfactory-1000
June 199891.9FairFairGoodSatisfactory-1000
December 199791.9FairFairGoodSatisfactory-1000
July 199691.9FairFairGoodSatisfactory-1000
September 199592.6GoodGoodVery GoodGood-1000
May 199491.6FairFairVery GoodGood-1000
January 199491.6FairFairVery GoodVery Good-1000
April 199281.6FairSatisfactoryFairSatisfactory-1000
March 199181.6FairSatisfactoryFairSatisfactory-1000