US 70 - 05 -12.14 over CANEY CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 70 - 05 -12.14 over CANEY CREEK
Structure number:000000000005369
Location:2.0 MI E OF GLENWOOD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:83.0 ft. [25.3 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1971
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryGoodGood420095.3
July 2016FairSatisfactoryVery GoodVery Good520093.1
July 2014FairSatisfactoryVery GoodVery Good520093.1
July 2012FairSatisfactoryVery GoodVery Good520093.1
August 2010FairSatisfactoryVery GoodVery Good520093.1
August 2008FairSatisfactoryVery GoodVery Good520093.1
July 2006FairSatisfactoryVery GoodVery Good530093.0
August 2004FairSatisfactoryVery GoodVery Good550092.7
September 2002FairSatisfactoryVery GoodVery Good450094.9
July 2000FairSatisfactoryVery GoodVery Good590092.3
January 1998FairSatisfactoryVery GoodVery Good590094.8
June 1996FairSatisfactoryVery GoodVery Good186597.3
March 1994FairSatisfactoryVery GoodVery Good186597.3
May 1992FairSatisfactoryVery GoodVery Good186597.3
March 1990GoodGoodVery GoodVery Good334496.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,5051,505000
Reinforced Concrete Decksq. ft.9,3351,33108,0040
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.114111300
Reinforced Concrete Pier Caplinear ft.8986030
Movable Bearingeach2113080
Fixed Bearingeach70070
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.434434000