31-0009 over DEATH WASH


+35.60128, -108.81481
35°36'05" N, 108°48'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:31-0009 over DEATH WASH
Structure number:000000000008870
Location:2.3 MI W US-491 @ MP-5.35
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Truss - Thru [10]
Deck type:Aluminum [7]
Wearing surface:Other [9]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:178 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:23.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactoryFairPoor17823.1
April 2017PoorSatisfactoryFairPoor17623.1
April 2016PoorSatisfactoryFairPoor19423.1
April 2014PoorSatisfactoryFairPoor19423.1
April 2013PoorFairFairPoor19424.6
March 2011PoorFairFairPoor19424.6
February 2010PoorFairFairPoor19820.7
March 2008PoorFairFairPoor19820.7
February 2007PoorFairFairPoor20220.7
February 2006PoorFairFairPoor20620.7
February 2004FairSatisfactoryGoodSatisfactory19838.0
February 2003FairSatisfactoryGoodSatisfactory19038.0
March 2001FairSatisfactoryGoodSatisfactory18638.0
February 2000FairSatisfactoryGoodSatisfactory17838.0
March 1999FairSatisfactoryGoodSatisfactory17838.0
March 1998FairSatisfactoryGoodSatisfactory17038.0
March 1996FairSatisfactorySatisfactorySatisfactory16638.0
March 1995FairSatisfactorySatisfactorySatisfactory16638.0
April 1994FairSatisfactorySatisfactorySatisfactory16638.0
April 1993FairSatisfactorySatisfactorySatisfactory16638.0
May 1992FairGoodSatisfactoryGood16638.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Stringerlinear ft.2790660213
Other Material Trusslinear ft.374037310
Steel Floor Beamlinear ft.135005085
Steel Columneach1511310200
Reinforced Concrete Abutmentlinear ft.3030000
Steel Pier Caplinear ft.15101211515
Open Grid Decksq. ft.1,6191,182420170