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NM-6 over LUCERO ARROYO

Map

Coordinates:
+34.93640, -107.13822
34°56'11" N, 107°08'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-6 over LUCERO ARROYO
Structure number:000000000000219
Location:4.7 MI SE OF JCT I-40
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.7 ft. [6.0 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:1,284 [as of 2017]
Truck traffic:14% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:57.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$290,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory128457.0
September 2015FairSatisfactoryFairSatisfactory70667.1
September 2013FairSatisfactoryFairSatisfactory70667.1
September 2011FairSatisfactoryFairSatisfactory81962.0
June 2009FairSatisfactoryFairSatisfactory91661.2
June 2007FairSatisfactoryFairSatisfactory93561.1
June 2005FairSatisfactorySatisfactorySatisfactory97771.9
June 2003FairSatisfactorySatisfactorySatisfactory77473.4
June 2001FairSatisfactorySatisfactorySatisfactory142367.7
June 1999FairSatisfactorySatisfactorySatisfactory141565.8
June 1997FairSatisfactorySatisfactorySatisfactory82271.0
June 1995FairSatisfactorySatisfactorySatisfactory83270.1
July 1993FairSatisfactorySatisfactorySatisfactory36977.2
October 1991FairSatisfactorySatisfactorySatisfactory53977.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,1061,0860200
Substructure
Steel Columneach1201200
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Abutmentlinear ft.6806800
Timber Pier Caplinear ft.141135600
Deck
Timber Decksq. ft.2,04602,04600
Wearing Surfacessq. ft.2,0462,046000
Bridge Rail
Other Material Bridge Raillinear ft.131012407