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US50 WB over GEST STREET;US50*W RAMP

Map

Coordinates:
+39.10083, -84.52639
39°06'03" N, 84°31'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US50 WB over GEST STREET;US50*W RAMP
Structure number:3103099
Location:.2 MI W OF I75
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:90.9 ft. [27.7 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,194 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
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:81.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201681.0FairSatisfactorySatisfactoryGoodFO24194
August 201581.0FairSatisfactorySatisfactoryGoodFO17510
August 201481.0FairSatisfactorySatisfactoryGoodFO17510
September 201381.0FairSatisfactorySatisfactoryGoodFO17510
October 201279.0FairSatisfactorySatisfactoryGoodFO17510
November 201179.0FairSatisfactorySatisfactorySatisfactoryFO17510
November 201079.0FairSatisfactorySatisfactorySatisfactoryFO15490
December 200979.0FairSatisfactorySatisfactorySatisfactoryFO15490
November 200879.0FairSatisfactorySatisfactorySatisfactoryFO15490
July 200779.0FairSatisfactorySatisfactorySatisfactoryFO15490
October 200679.0FairSatisfactorySatisfactorySatisfactoryFO15490
January 200679.0GoodGoodGoodGoodFO27582
October 200479.0GoodGoodGoodGoodFO27582
October 200379.0GoodGoodGoodGoodFO27582
November 200279.0GoodGoodGoodGoodFO25075
December 200179.0GoodGoodGoodGoodFO25075
November 200081.0GoodGoodGoodGoodFO25075
August 199981.0GoodGoodGoodGoodFO25075
December 199881.0FairSatisfactoryGoodGoodFO25075
October 199781.0FairSatisfactoryGoodGoodFO25075
June 199681.0GoodGoodGoodGoodFO25075
December 199480.0GoodGoodGoodGoodFO22325
December 199268.0FairFairFairFairFO22325
November 199168.0FairFairFairFairFO22325
April 199168.0FairFairSatisfactoryFairFO22325

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,8161,35146500
Deck
Reinforced Concrete Decksq. ft.15,2428,8766,36600
Wearing Surfacessq. ft.11,35010,47088000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.135126900
Reinforced Concrete Pier Caplinear ft.135135000
Joints
Strip Seal Jointlinear ft.134696500
Bearings
Movable Bearingeach3228400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4544054900