SR 264 over US50*W;I75*N RAMP


+39.10000, -84.52028
39°06'00" N, 84°31'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 264 over US50*W;I75*N RAMP
Structure number:3111709
Location:.05 MI. W. OF CENTRAL AVE
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:79.1 ft. [24.1 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:75.5 ft. [23.0 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1998
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:3
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,979 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.0FairGoodGoodSatisfactoryFO4979
August 201596.0FairGoodGoodSatisfactoryFO3935
September 201496.0FairSatisfactoryGoodSatisfactoryFO3935
October 201396.0FairSatisfactoryGoodSatisfactoryFO3935
November 201296.0FairSatisfactoryGoodSatisfactoryFO3935
September 201196.0FairSatisfactoryGoodSatisfactoryFO3935
October 201096.0FairSatisfactoryGoodSatisfactoryFO4665
August 200996.0FairSatisfactoryGoodSatisfactoryFO4665
October 200896.0FairSatisfactoryGoodSatisfactoryFO4665
November 200796.0FairSatisfactoryGoodSatisfactoryFO4665
October 200696.0FairSatisfactoryGoodSatisfactory-4665
August 200596.0GoodGoodGoodGood-4695
December 200496.0GoodGoodGoodGood-13436
December 200396.0GoodGoodGoodGood-13436
September 200296.0GoodGoodGoodGood-13436
December 200196.0GoodGoodGoodGood-13436
December 200096.0GoodGoodGoodGood-13436
August 199996.0FairSatisfactoryGoodGood-13436
September 199896.0FairSatisfactoryGoodGood-13436
May 199790.0FairSatisfactoryGoodGoodFO3757
May 199690.0FairGoodSatisfactoryGoodFO3757
December 199490.0FairGoodSatisfactoryGoodFO3919
December 199290.0FairGoodSatisfactoryGoodFO3919
October 199190.0GoodGoodGoodGoodFO3919
December 199090.0FairGoodSatisfactoryGoodFO3919

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,1102,0803000
Reinforced Concrete Decksq. ft.14,49913,94955000
Wearing Surfacessq. ft.14,49614,492400
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.154154000
Reinforced Concrete Abutmentlinear ft.154946000
Reinforced Concrete Pier Caplinear ft.154153100
Assembly without Seal Jointlinear ft.1451123300
Movable Bearingeach4443100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3843543000