39-057 over RIO GRANDE
Map
Coordinates:
+36.14611, -105.9980136°08'46" N, 105°59'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 39-057 over RIO GRANDE |
Structure number: | 000000000008583 |
Location: | 0.5 MI W OF JCT NM-68 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 169.0 ft. [51.5 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 97 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Good | 97 | 99.9 |
January 2015 | Good | Good | Good | Good | 1862 | 97.9 |
January 2013 | Good | Good | Good | Good | 1856 | 97.9 |
January 2011 | Good | Good | Good | Good | 1947 | 97.8 |
January 2009 | Good | Good | Good | Good | 1981 | 97.8 |
January 2007 | Good | Good | Good | Good | 2019 | 96.7 |
January 2005 | Good | Good | Good | Good | 2111 | 96.7 |
February 2003 | Good | Good | Good | Good | 2052 | 96.7 |
March 2001 | Good | Good | Good | Good | 2012 | 96.7 |
March 1999 | Good | Good | Good | Good | 669 | 99.6 |
July 1996 | Good | Good | Good | Good | 626 | 99.6 |
July 1994 | Good | Good | Good | Good | 950 | 99.4 |
July 1992 | Good | Good | Good | Good | 811 | 99.5 |
June 1990 | Good | Good | Good | Good | 794 | 99.5 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 845 | 845 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,950 | 4,651 | 1,299 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 68 | 68 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 19 | 53 | 0 | 0 |
Steel Pile | each | 14 | 3 | 11 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 720 | 720 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,200 | 1,200 | 0 | 0 | 0 |