SR-262 over MONTEZUMA CREEK
Map
Coordinates:
+37.30766, -109.2942637°18'28" N, 109°17'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-262 over MONTEZUMA CREEK |
Structure number: | 0C 319 |
Location: | 19.1 MI.E.OF JCT. SR-191 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 2014] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 79.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 300 | 79.8 |
August 2015 | Good | Good | Good | Good | 300 | 79.8 |
August 2013 | Good | Good | Good | Good | 283 | 80.0 |
August 2011 | Good | Good | Good | Good | 290 | 78.9 |
August 2009 | Fair | Good | Good | Satisfactory | 290 | 78.9 |
October 2007 | Fair | Good | Good | Fair | 970 | 50.5 |
August 2005 | Fair | Good | Good | Fair | 970 | 50.5 |
September 2003 | Fair | Good | Good | Fair | 915 | 51.3 |
August 1999 | Good | Good | Good | Very Good | 890 | 64.6 |
November 1997 | Good | Good | Good | Very Good | 640 | 68.6 |
November 1995 | Good | Good | Good | Very Good | 585 | 74.9 |
September 1993 | Good | Good | Good | Very Good | 570 | 75.1 |
December 1991 | Good | Good | Good | Very Good | 560 | 75.2 |
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 |
Steel Girder/Beam | linear ft. | 403 | 268 | 135 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,472 | 2,372 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 69 | 38 | 31 | 0 | 0 |
Bearings |
Movable Bearing | each | 5 | 0 | 5 | 0 | 0 |
Fixed Bearing | each | 5 | 0 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 225 | 185 | 40 | 0 | 0 |