Share:

NM-605 over ARROYO DEL PUERTO

Map

Coordinates:
+35.33922, -107.79426
35°20'21" N, 107°47'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-605 over ARROYO DEL PUERTO
Structure number:000000000005817
Location:12.6 MI N OF JCT NM-122
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2017]
Truck traffic:18% 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:Superior to present desirable criteria [9]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$481,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory58079.0
September 2015FairSatisfactoryFairSatisfactory134472.5
September 2013FairSatisfactoryFairSatisfactory134472.5
September 2011FairSatisfactoryFairSatisfactory279469.0
September 2009FairSatisfactoryFairSatisfactory283969.0
September 2007FairSatisfactoryFairSatisfactory240369.0
September 2005FairSatisfactoryFairSatisfactory252269.0
September 2003FairSatisfactoryFairSatisfactory243269.0
September 2001FairSatisfactorySatisfactoryGood138784.7
September 1999FairSatisfactorySatisfactoryGood314880.0
September 1997FairSatisfactorySatisfactoryGood303280.0
September 1995FairSatisfactorySatisfactoryGood295880.0
October 1993FairSatisfactorySatisfactoryGood119686.1
October 1991FairSatisfactorySatisfactoryGood62990.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.88960028900
Reinforced Concrete Girder/Beamlinear ft.1,5261,028449490
Deck
Reinforced Concrete Decksq. ft.6,9866,986000
Wearing Surfacessq. ft.6,9866,986000
Substructure
Steel Columneach4404400
Steel Protective Coatingsq. ft.1,4671,467000
Reinforced Concrete Abutmentlinear ft.1571471000
Reinforced Concrete Pier Caplinear ft.31225539180
Joints
Open Jointlinear ft.4694492000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.315315000
Steel Protective Coatingsq. ft.1,0561,056000