NM-567 over RIO GRANDE
Map
Coordinates:
+36.33607, -105.7337336°20'10" N, 105°44'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NM-567 over RIO GRANDE |
Structure number: | 000000000005826 |
Location: | 6.1 Mi Jct NM-68/NM-570 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Vertical clearance above deck: | 12.8 ft. [3.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
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: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 490 [as of 2018] |
Truck traffic: | 10% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 38.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $206,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Satisfactory | Fair | Poor | 490 | 38.2 |
July 2017 | Poor | Satisfactory | Fair | Poor | 484 | 38.2 |
July 2016 | Poor | Satisfactory | Fair | Poor | 478 | 38.2 |
July 2015 | Poor | Satisfactory | Fair | Poor | 295 | 38.4 |
July 2014 | Poor | Satisfactory | Fair | Poor | 295 | 38.6 |
July 2013 | Poor | Satisfactory | Fair | Poor | 291 | 38.6 |
July 2012 | Poor | Satisfactory | Fair | Poor | 295 | 38.6 |
October 2011 | Poor | Satisfactory | Fair | Poor | 291 | 38.6 |
August 2010 | Poor | Satisfactory | Fair | Poor | 210 | 44.4 |
July 2009 | Poor | Satisfactory | Fair | Poor | 214 | 44.4 |
July 2008 | Poor | Satisfactory | Fair | Poor | 214 | 44.4 |
August 2007 | Poor | Satisfactory | Fair | Poor | 218 | 44.4 |
September 2006 | Poor | Satisfactory | Fair | Poor | 1753 | 43.3 |
July 2005 | Poor | Satisfactory | Fair | Poor | 1794 | 43.3 |
August 2004 | Poor | Satisfactory | Fair | Poor | 1853 | 43.3 |
September 2003 | Poor | Satisfactory | Fair | Poor | 1914 | 43.2 |
October 2002 | Poor | Satisfactory | Fair | Poor | 137 | 44.4 |
October 2001 | Poor | Satisfactory | Fair | Poor | 139 | 44.4 |
February 2000 | Poor | Satisfactory | Fair | Poor | 273 | 44.3 |
November 1998 | Fair | Satisfactory | Satisfactory | Fair | 273 | 52.4 |
April 1997 | Fair | Satisfactory | Satisfactory | Fair | 255 | 52.4 |
April 1996 | Fair | Satisfactory | Satisfactory | Fair | 255 | 52.4 |
February 1995 | Fair | Satisfactory | Satisfactory | Fair | 163 | 52.4 |
May 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 163 | 63.4 |
July 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 169 | 78.5 |
February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 179 | 74.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 728 | 6 | 6 | 716 | 0 |
Timber Stringer | linear ft. | 1,099 | 858 | 211 | 30 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,060 | 2,059 | 995 | 6 | 0 |
Wearing Surfaces | sq. ft. | 3,060 | 1,836 | 0 | 1,224 | 0 |
Superstructure |
Steel Truss | linear ft. | 200 | 161 | 39 | 0 | 0 |
Steel Floor Beam | linear ft. | 135 | 89 | 46 | 0 | 0 |
Steel Gusset Plate | each | 40 | 20 | 20 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 1 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 46 | 0 | 13 | 33 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 46 | 7 | 29 | 10 | 0 |
Deck |
Timber Deck | sq. ft. | 2,059 | 2,059 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 1 | 1 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 305 | 153 | 152 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 1,028 | 0 | 0 |