ON RP. TO WB 126 over IR 75


+39.20444, -84.46806
39°12'16" N, 84°28'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ON RP. TO WB 126 over IR 75
Structure number:3118525
Location:SR 126 0VER IR 75
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.9 ft. [32.9 m]
Total length:713.9 ft. [217.6 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,457 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:92.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201692.1GoodVery GoodGoodVery GoodFO18457
June 201591.4GoodVery GoodGoodVery GoodFO25497
April 201491.4GoodVery GoodGoodVery GoodFO25497
August 201391.4GoodVery GoodGoodVery GoodFO25497
April 201291.4GoodVery GoodGoodVery GoodFO25497
October 201191.4GoodVery GoodGoodVery GoodFO25497
October 201091.4GoodVery GoodGoodVery GoodFO25743
October 200991.4GoodVery GoodGoodVery GoodFO25743
October 200891.4GoodVery GoodGoodVery GoodFO25743
November 200791.4GoodVery GoodGoodVery GoodFO25743
November 200691.4GoodVery GoodGoodVery GoodFO25743
October 200591.4GoodVery GoodGoodVery GoodFO25970
November 200491.4GoodVery GoodGoodVery GoodFO25970
June 200391.4GoodVery GoodVery GoodVery GoodFO25970
November 200289.3GoodVery GoodVery GoodVery GoodFO25970
March 200181.3GoodGoodVery GoodVery GoodFO149600
November 200081.3GoodGoodVery GoodVery GoodFO149600
September 199981.3GoodGoodVery GoodVery GoodFO149600
December 199893.0GoodVery GoodVery GoodVery Good-10000
December 199793.0GoodVery GoodVery GoodVery Good-10000
February 199691.2GoodVery GoodGoodGood-10000
December 199496.0GoodGoodVery GoodGood--
November 199296.0GoodExcellentExcellentExcellent--
December 199181.9GoodExcellentExcellentExcellent-122020

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,8562,856000
Reinforced Concrete Decksq. ft.21,24221,242000
Wearing Surfacessq. ft.18,92118,921000
Steel Pin or Pin & Hangar Assemblyeach44000
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.2626000
Reinforced Concrete Abutmentlinear ft.6565000
Reinforced Concrete Pier Caplinear ft.321321000
Strip Seal Jointlinear ft.96861000
Movable Bearingeach4038110
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4281,428000