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US50 over LINWOOD AVENUE

Map

Coordinates:
+39.12222, -84.41694
39°07'20" N, 84°25'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US50 over LINWOOD AVENUE
Structure number:3103722
Location:.1 MI E OF SR561
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.0 ft. [19.8 m]
Total length:176.8 ft. [53.9 m]
Roadway width between curbs:81.7 ft. [24.9 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Vertical clearance below bridge:29.2 ft. [8.9 m]
Skew angle:
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 / 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:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,201 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:87.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201687.9GoodGoodGoodGood-11201
August 201585.0GoodGoodGoodGood-14467
September 201485.0GoodGoodGoodGood-14467
September 201385.0GoodGoodGoodGood-14467
October 201285.0GoodGoodGoodGood-14467
November 201185.0FairSatisfactoryGoodGood-14467
November 201085.0FairSatisfactoryGoodGood-12777
December 200985.0FairSatisfactoryGoodGood-12777
October 200885.0FairSatisfactorySatisfactorySatisfactory-12777
July 200785.0FairSatisfactoryGoodSatisfactory-12777
October 200685.0FairSatisfactorySatisfactorySatisfactory-12777
October 200585.0GoodGoodGoodGood-15079
December 200485.0GoodGoodGoodGood-15079
October 200385.3GoodGoodGoodGood-11780
December 200285.3GoodGoodGoodGood-11780
January 200285.3GoodGoodGoodGood-11780
December 200087.3GoodGoodGoodGood-11780
November 199987.3FairGoodGoodSatisfactory-11780
November 199887.3FairGoodGoodSatisfactory-11780
November 199787.3FairGoodSatisfactorySatisfactory-11780
June 199687.3FairGoodSatisfactoryGood-11780
December 199491.4FairGoodSatisfactoryGood-8180
December 199291.4FairGoodSatisfactoryGood-8180
November 199191.4FairGoodSatisfactoryGood-8180
April 199191.4GoodGoodGoodGood-8180

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,7701,6908000
Deck
Reinforced Concrete Decksq. ft.15,26711,8333,43400
Wearing Surfacessq. ft.14,4567,6566,80000
Substructure
Reinforced Concrete Pier Walllinear ft.7070000
Reinforced Concrete Abutmentlinear ft.1751522300
Reinforced Concrete Pier Caplinear ft.1751571800
Joints
Assembly without Seal Jointlinear ft.1721116100
Bearings
Elastomeric Bearingeach4039100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3543134100