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US 33 over WALNUT CREEK OVERFLOW

Map

Coordinates:
+39.89919, -82.89498
39°53'57" N, 82°53'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 33 over WALNUT CREEK OVERFLOW
Structure number:2501953
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:92.5 ft. [28.2 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 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:Very Good [8 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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 2017FairGoodVery GoodSatisfactory3410796.8
April 2016FairGoodVery GoodSatisfactory3410796.8
April 2015FairGoodVery GoodSatisfactory3344096.9
February 2014FairGoodVery GoodSatisfactory3344096.9
February 2013FairGoodVery GoodSatisfactory3344096.9
March 2012FairGoodVery GoodSatisfactory3344094.9
April 2010FairGoodVery GoodSatisfactory3252595.0
March 2009FairGoodVery GoodSatisfactory3252595.0
July 2008FairGoodVery GoodSatisfactory3252595.0
August 2007FairGoodVery GoodSatisfactory3252595.0
June 2006GoodGoodVery GoodGood2648595.5
September 2005FairSatisfactorySatisfactoryFair2648584.2
May 2004FairSatisfactorySatisfactoryFair2648584.2
April 2003FairSatisfactorySatisfactoryFair2648584.2
April 2002FairSatisfactorySatisfactoryFair2325084.5
March 2000FairVery GoodVery GoodSatisfactory2325097.8
April 1999FairVery GoodVery GoodSatisfactory2325097.8
April 1998FairVery GoodVery GoodSatisfactory2325097.8
March 1996FairVery GoodVery GoodSatisfactory1543598.6
May 1995FairVery GoodVery GoodFair1543587.7
April 1994FairVery GoodVery GoodFair1543587.7
April 1993GoodVery GoodVery GoodGood1543598.8
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.91761500
Reinforced Concrete Pier Caplinear ft.9191000
Joints
Pourable Jointlinear ft.916615100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.185185000
Deck
Reinforced Concrete Slabsq. ft.4,2023,952230200
Wearing Surfacessq. ft.4,2024,202000