+41.57889, -81.54500
41°34'44" N, 81°32'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90 OVER NEFF RD over CR-244 (NEFF ROAD)
Structure number:1808850
Location:2.71 MI W OF JCT SR 175
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:151.9 ft. [46.3 m]
Deck width edge-to-edge:153.9 ft. [46.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:18°
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: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:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:104,863 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:34.5 tons [31.4 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:73.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201673.1FairSatisfactorySatisfactoryVery Good-104863
August 201573.1FairSatisfactoryGoodVery Good-111578
July 201473.2FairSatisfactoryVery GoodVery Good-111578
June 201373.1FairSatisfactoryGoodGood-111578
June 201273.1FairSatisfactoryGoodGood-111578
October 201173.1FairSatisfactoryGoodGood-111578
October 201073.1FairSatisfactoryGoodGood-118971
December 200973.2FairSatisfactorySatisfactoryGood-118971
December 200873.2FairSatisfactorySatisfactoryGood-118971
June 200773.2FairSatisfactorySatisfactorySatisfactory-118971
September 200673.2FairSatisfactorySatisfactorySatisfactory-118971
July 200573.2FairSatisfactorySatisfactorySatisfactory-118971
May 200473.2FairSatisfactorySatisfactorySatisfactory-97320
June 200373.2FairSatisfactorySatisfactorySatisfactory-97320
July 200273.2FairSatisfactorySatisfactorySatisfactory-97320
September 200073.2FairSatisfactorySatisfactorySatisfactory-103166
August 199973.2FairSatisfactorySatisfactorySatisfactory-103166
May 199873.2FairSatisfactoryGoodSatisfactory-103166
July 199673.2FairSatisfactorySatisfactorySatisfactory-103166
January 199671.2FairSatisfactorySatisfactorySatisfactoryFO103166
May 199471.2FairSatisfactorySatisfactorySatisfactoryFO103166
May 199371.2FairVery GoodSatisfactorySatisfactoryFO107120
May 199271.2FairGoodSatisfactoryGoodFO107120
April 199171.2FairGoodSatisfactoryGoodFO107120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.4,16504,123420
Reinforced Concrete Decksq. ft.37,73030,1243,8133,78310
Wearing Surfacessq. ft.37,24027,9318,9373720
Reinforced Concrete Columneach3635100
Reinforced Concrete Abutmentlinear ft.3242704860
Reinforced Concrete Pier Caplinear ft.486482040
Assembly without Seal Jointlinear ft.304304000
Movable Bearingeach85513400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4904662400