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US 33 over WALNUT CREEK OVERFLOW

Map

Coordinates:
+39.89934, -82.89471
39°53'58" N, 82°53'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 33 over WALNUT CREEK OVERFLOW
Structure number:2501929
Location:0.28 MI W OF SR270
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:35.1 ft. [10.7 m]
Total length:93.5 ft. [28.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,107 [as of 2015]
Truck traffic:7% 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodGoodSatisfactory3410796.8
April 2016FairGoodGoodSatisfactory3410796.8
April 2015FairGoodGoodSatisfactory3344096.9
February 2014FairGoodGoodSatisfactory3344096.9
February 2013FairGoodGoodSatisfactory3344096.9
March 2012FairGoodGoodSatisfactory3344094.9
April 2010FairGoodGoodSatisfactory3252595.0
March 2009FairGoodGoodSatisfactory3252595.0
July 2008FairGoodGoodSatisfactory3252595.0
August 2007FairGoodGoodSatisfactory3252595.0
June 2006GoodGoodGoodGood2648595.5
September 2005FairGoodGoodFair2648584.2
May 2004FairSatisfactorySatisfactoryFair2648584.2
April 2003FairSatisfactorySatisfactoryFair2648584.2
April 2002FairSatisfactorySatisfactoryFair2325084.5
March 2000FairGoodVery GoodSatisfactory2325097.8
April 1999FairVery GoodVery GoodSatisfactory2325097.8
April 1998FairVery GoodVery GoodSatisfactory2325097.8
March 1996FairVery GoodVery GoodSatisfactory1543598.6
May 1995FairVery GoodVery GoodSatisfactory1543598.8
April 1994FairVery GoodVery GoodSatisfactory1543598.8
April 1993GoodVery GoodVery GoodVery Good1543598.8
March 1992GoodGoodGoodGood1543598.8
March 1991GoodGoodGoodGood1543598.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2002000
Reinforced Concrete Abutmentlinear ft.100010000
Reinforced Concrete Pier Caplinear ft.100100000
Joints
Pourable Jointlinear ft.1008010100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.187187000
Deck
Reinforced Concrete Slabsq. ft.4,6754,33534000
Wearing Surfacessq. ft.4,6752,4752,0002000