FR-2151 over VERMEJO DRAW
Map
Coordinates:
+35.98136, -104.7382435°58'53" N, 104°44'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FR-2151 over VERMEJO DRAW |
Structure number: | 000000000005274 |
Location: | 2.5 MI S OF I-25/NM-120 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 37 [as of 2017] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 75.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $197,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Fair | 37 | 75.2 |
June 2015 | Fair | Fair | Fair | Fair | 57 | 75.2 |
June 2013 | Fair | Fair | Fair | Fair | 57 | 75.2 |
June 2011 | Fair | Fair | Fair | Fair | 55 | 75.2 |
June 2009 | Fair | Fair | Fair | Fair | 56 | 75.2 |
June 2007 | Fair | Fair | Fair | Fair | 57 | 75.2 |
June 2005 | Fair | Fair | Fair | Fair | 52 | 75.2 |
June 2003 | Fair | Fair | Fair | Fair | 56 | 75.2 |
June 2001 | Fair | Fair | Fair | Fair | 180 | 74.1 |
June 1999 | Fair | Fair | Fair | Fair | 177 | 74.1 |
June 1997 | Fair | Satisfactory | Fair | Fair | 166 | 75.1 |
July 1995 | Fair | Satisfactory | Fair | Fair | 163 | 74.8 |
July 1993 | Fair | Satisfactory | Fair | Fair | 30 | 75.9 |
August 1991 | Fair | Fair | Fair | Fair | 55 | 75.9 |
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 |
Timber Girder/Beam | linear ft. | 1,752 | 1,579 | 121 | 36 | 16 |
Substructure |
Timber Column | each | 43 | 0 | 43 | 0 | 0 |
Timber Abutment | linear ft. | 89 | 50 | 39 | 0 | 0 |
Timber Pier Cap | linear ft. | 180 | 0 | 180 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 2,928 | 0 | 0 | 2,928 | 0 |
Wearing Surfaces | sq. ft. | 2,928 | 2,928 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 217 | 217 | 0 | 0 | 0 |