NM-161 over WOLF CREEK
Map
Coordinates:
+35.89839, -105.0169335°53'54" N, 105°01'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NM-161 over WOLF CREEK |
Structure number: | 000000000005715 |
Location: | 7.0 MI NW OF JCT I-25 N |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 93 [as of 2017] |
Truck traffic: | 17% of total traffic |
Deck condition: | Satisfactory [6 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: | 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: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 92.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $155,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 93 | 92.6 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 103 | 82.5 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 202 | 81.5 |
May 2012 | Good | Good | Good | Good | 203 | 81.5 |
April 2010 | Good | Good | Good | Good | 94 | 85.7 |
April 2008 | Good | Good | Good | Good | 96 | 85.7 |
April 2006 | Good | Good | Good | Good | 249 | 74.1 |
August 2004 | Good | Good | Good | Good | 257 | 69.4 |
August 2002 | Good | Good | Good | Good | 212 | 74.5 |
August 2000 | Good | Good | Good | Good | 356 | 68.4 |
September 1998 | Good | Good | Good | Good | 352 | 68.4 |
September 1996 | Good | Good | Good | Good | 254 | 69.4 |
January 1995 | Good | Good | Good | Good | 145 | 74.6 |
March 1993 | Good | Good | Good | Good | 149 | 74.6 |
April 1991 | Good | Good | Good | Good | 146 | 74.6 |
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. | 761 | 730 | 31 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,260 | 2,238 | 22 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,260 | 2,260 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 6 | 5 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 49 | 49 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 49 | 49 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 190 | 190 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |