SR283 over EUCLID CRK 2.52 MI. E 90


+41.58278, -81.55750
41°34'58" N, 81°33'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR283 over EUCLID CRK 2.52 MI. E 90
Structure number:1811959
Location:2000 FT S NEFF RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,691 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201670.6FairSatisfactoryFairGood-6691
September 201570.2FairSatisfactoryFairGood-8490
November 201470.2FairSatisfactoryFairGood-8490
November 201381.5FairSatisfactorySatisfactoryGood-8490
September 201281.5FairSatisfactorySatisfactoryGood-8490
November 201181.5FairSatisfactorySatisfactoryGood-8490
October 201081.5FairSatisfactorySatisfactoryGood-8780
October 200981.5FairSatisfactorySatisfactorySatisfactory-8780
October 200881.5FairSatisfactorySatisfactorySatisfactory-8780
September 200781.5FairSatisfactorySatisfactorySatisfactory-8780
November 200681.5FairSatisfactorySatisfactorySatisfactory-8780
December 200581.5FairSatisfactorySatisfactorySatisfactory-8780
July 200481.2FairSatisfactorySatisfactorySatisfactory-10340
October 200381.2FairSatisfactorySatisfactorySatisfactory-10340
December 200281.2FairSatisfactorySatisfactorySatisfactory-10340
December 200181.2FairSatisfactorySatisfactorySatisfactory-10340
September 200081.3FairSatisfactorySatisfactorySatisfactory-9490
August 199981.3FairSatisfactorySatisfactorySatisfactory-9490
June 199881.3GoodGoodGoodGood-9490
August 199781.3GoodGoodGoodGood-9490
November 199681.3GoodGoodGoodGood-9490
September 199581.2GoodGoodGoodGood-9490
July 199480.2GoodVery GoodVery GoodGood-9490
May 199381.6GoodGoodGoodGood-7460
December 199281.6FairGoodVery GoodSatisfactory-7460
June 199181.6FairGoodVery GoodSatisfactory-7460