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SR283 over EUCLID CRK 2.52 MI. E 90

Map 

Coordinates:
+41.58278, -81.55750
41°34'58" N, 81°33'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:8,490 [as of 2010]
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:70.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201570.2Not deficientSatisfactoryFairGood8490
November 201470.2Not deficientSatisfactoryFairGood8490
November 201381.5Not deficientSatisfactorySatisfactoryGood8490
September 201281.5Not deficientSatisfactorySatisfactoryGood8490
November 201181.5Not deficientSatisfactorySatisfactoryGood8490
October 201081.5Not deficientSatisfactorySatisfactoryGood8780
October 200981.5Not deficientSatisfactorySatisfactorySatisfactory8780
October 200881.5Not deficientSatisfactorySatisfactorySatisfactory8780
September 200781.5Not deficientSatisfactorySatisfactorySatisfactory8780
November 200681.5Not deficientSatisfactorySatisfactorySatisfactory8780
December 200581.5Not deficientSatisfactorySatisfactorySatisfactory8780
July 200481.2Not deficientSatisfactorySatisfactorySatisfactory10340
October 200381.2Not deficientSatisfactorySatisfactorySatisfactory10340
December 200281.2Not deficientSatisfactorySatisfactorySatisfactory10340
December 200181.2Not deficientSatisfactorySatisfactorySatisfactory10340
September 200081.3Not deficientSatisfactorySatisfactorySatisfactory9490
August 199981.3Not deficientSatisfactorySatisfactorySatisfactory9490
June 199881.3Not deficientGoodGoodGood9490
August 199781.3Not deficientGoodGoodGood9490
November 199681.3Not deficientGoodGoodGood9490
September 199581.2Not deficientGoodGoodGood9490
July 199480.2Not deficientVery GoodVery GoodGood9490
May 199381.6Not deficientGoodGoodGood7460
December 199281.6Not deficientGoodVery GoodSatisfactory7460
June 199181.6Not deficientGoodVery GoodSatisfactory7460