Share:

IRR/NM-290 over VALLECITOS CREEK

Map

Coordinates:
+35.62843, -106.70099
35°37'42" N, 106°42'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR/NM-290 over VALLECITOS CREEK
Structure number:000000000005962
Location:1.4 MI E OF JCT NM-4
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2009
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:703 [as of 2017]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:85.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$790,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodSatisfactorySatisfactory70385.9
March 2016FairGoodGoodSatisfactory76982.9
March 2014FairGoodGoodSatisfactory76982.9
April 2012FairGoodGoodSatisfactory66485.9
April 2010FairGoodGoodSatisfactory64785.9
April 2008FairGoodGoodSatisfactory65981.4
April 2006PoorPoorPoorFair88149.8
April 2004FairSatisfactoryFairSatisfactory91070.9
April 2002FairSatisfactorySatisfactorySatisfactory96381.9
April 2000FairSatisfactorySatisfactorySatisfactory61883.4
April 1998PoorPoorPoorSatisfactory60853.4
April 1996PoorPoorPoorSatisfactory56653.4
June 1994PoorPoorPoorSatisfactory53452.7
June 1992PoorPoorPoorSatisfactory55252.8
September 1990PoorPoorPoorPoor65252.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6011,50110000
Deck
Reinforced Concrete Decksq. ft.5,0505,050000
Wearing Surfacessq. ft.5,0505,050000
Substructure
Steel Columneach2121000
Steel Protective Coatingsq. ft.768768000
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pier Caplinear ft.2031832000
Joints
Open Jointlinear ft.243243000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7575000
Steel Protective Coatingsq. ft.851851000