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NM-395 over Rio Hondo

Map

Coordinates:
+33.36690, -105.24369
33°22'01" N, 105°14'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-395 over Rio Hondo
Structure number:000000000005272
Location:0.20 M S Jct US-70/380
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:140.1 ft. [42.7 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:159 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:35.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairPoorFair15935.9
April 2017PoorFairPoorFair15735.9
April 2016PoorFairPoorFair16635.9
April 2014PoorFairPoorFair16635.9
April 2013PoorFairPoorFair21935.9
April 2011PoorFairPoorFair21337.9
March 2010PoorFairPoorFair21343.6
March 2009PoorFairPoorFair22043.6
April 2008PoorFairPoorFair22043.6
March 2007PoorFairPoorFair22443.6
May 2006PoorFairPoorFair22443.6
February 2005PoorFairPoorFair23043.6
May 2004PoorFairPoorFair13943.6
April 2003PoorFairPoorFair14341.6
May 2002PoorFairPoorFair16341.6
May 2001PoorFairPoorFair16541.6
April 2000PoorFairPoorFair16541.6
April 1999PoorFairPoorFair16141.6
June 1998PoorFairPoorFair16141.6
June 1997PoorFairPoorFair35641.5
June 1996PoorFairPoorFair35541.5
February 1996FairFairFairFair34949.7
May 1994FairFairFairSatisfactory33551.7
March 1993FairFairFairSatisfactory33551.7
February 1992FairFairFairSatisfactory20751.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.1,57304711,1020
Steel Trusslinear ft.57204541180
Steel Protective Coatingsq. ft.10098200
Steel Floor Beamlinear ft.210021000
Steel Protective Coatingsq. ft.100100000
Steel Pin or Pin & Hangar Assemblyeach40400
Steel Protective Coatingsq. ft.100100000
Steel Gusset Plateeach7206930
Steel Protective Coatingsq. ft.100100000
Substructure
Reinforced Concrete Abutmentlinear ft.54332100
Deck
Timber Decksq. ft.3,33501,6671,6680
Wearing Surfacessq. ft.3,3353,335000
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.100100000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.100100000