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US 71SEC.02-14.37 over NIX CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 71SEC.02-14.37 over NIX CREEK
Structure number:000000000002094
Location:.62 MI S JCT US 67
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:56.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$890,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryFairSatisfactory1200056.5
December 2016FairSatisfactoryFairSatisfactory1400055.7
December 2014FairSatisfactoryFairSatisfactory1400055.7
December 2012FairSatisfactoryFairSatisfactory1400055.7
March 2011FairSatisfactorySatisfactorySatisfactory1400067.7
March 2009FairSatisfactorySatisfactorySatisfactory1400048.5
March 2007FairSatisfactorySatisfactorySatisfactory1330048.8
January 2005FairSatisfactorySatisfactorySatisfactory1450048.3
November 2002FairSatisfactorySatisfactorySatisfactory1500047.8
August 2000FairSatisfactorySatisfactorySatisfactory1600050.8
August 1998FairSatisfactorySatisfactorySatisfactory1600050.8
September 1996FairSatisfactorySatisfactorySatisfactory1874049.7
May 1994FairSatisfactorySatisfactorySatisfactory1874050.0
April 1992FairSatisfactorySatisfactorySatisfactory1874050.0
February 1990FairFairFairFair2160138.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.840835050
Deck
Reinforced Concrete Top Flangesq. ft.6,8936,885800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.84572700
Reinforced Concrete Abutmentlinear ft.1501140360
Reinforced Concrete Pier Caplinear ft.200200000
Bearings
Movable Bearingeach2100210
Fixed Bearingeach2100210
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.244239140