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RMP I75N-I74W over I74*W(US27*N,US52*W)

Map

Coordinates:
+39.15000, -84.54000
39°08'60" N, 84°32'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RMP I75N-I74W over I74*W(US27*N,US52*W)
Structure number:3109755
Location:OVER RAMP TO WB IR 74
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:68.9 ft. [21.0 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:107.0 ft. [32.6 m]
Deck width edge-to-edge:112.9 ft. [34.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:52°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:98,618 [as of 2015]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 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:94.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.0FairSatisfactoryGoodSatisfactoryFO98618
May 201594.0FairSatisfactoryGoodSatisfactoryFO150236
August 201494.0FairSatisfactorySatisfactorySatisfactoryFO150236
October 201394.0FairSatisfactoryGoodSatisfactoryFO150236
November 201294.0FairSatisfactoryGoodGoodFO150236
October 201194.0FairSatisfactoryGoodGoodFO150236
November 201094.0FairSatisfactoryGoodGoodFO155237
December 200994.0FairSatisfactoryGoodGoodFO155237
December 200894.0FairSatisfactorySatisfactorySatisfactoryFO155237
September 200794.0FairSatisfactorySatisfactorySatisfactoryFO155237
December 200694.0FairSatisfactorySatisfactorySatisfactoryFO155237
November 200594.0GoodGoodGoodGoodFO155108
December 200494.0GoodGoodGoodGoodFO140923
September 200394.0GoodGoodGoodGoodFO140923
August 200294.0GoodGoodGoodGoodFO140923
October 200094.0GoodGoodGoodGoodFO140923
October 199994.0GoodGoodGoodGoodFO140923
November 199894.0FairSatisfactorySatisfactorySatisfactoryFO140923
February 199794.0FairSatisfactoryGoodGoodFO140923
February 199694.0FairSatisfactorySatisfactoryGoodFO137495
December 199494.0FairGoodSatisfactoryGoodFO129827
November 199282.0FairFairFairSatisfactoryFO129827
December 199183.0FairSatisfactorySatisfactoryFairFO129827
February 199194.0FairSatisfactorySatisfactoryGoodFO129827

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,0883,0632500
Deck
Reinforced Concrete Decksq. ft.19,311019,31100
Wearing Surfacessq. ft.18,1098,6099,50000
Substructure
Reinforced Concrete Columneach2816840
Reinforced Concrete Abutmentlinear ft.3152308500
Reinforced Concrete Pier Caplinear ft.3152565900
Joints
Strip Seal Jointlinear ft.194019400
Bearings
Movable Bearingeach6406400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3983177560