IRR BIA RTE N5099 over MONTEZUMA CREEK
Map
Coordinates:
+37.38647, -109.2262237°23'11" N, 109°13'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE N5099 over MONTEZUMA CREEK |
Structure number: | 00000000000N231 |
Location: | 0.4MI SOUTH OF HATCH T.P. |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 91.5 ft. [27.9 m] |
Total length: | 185.0 ft. [56.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1976 |
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: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 379 [as of 2012] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | 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: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Fair | Good | Very Good | Fair | 379 | 87.2 |
November 2014 | Poor | Satisfactory | Very Good | Poor | 379 | 70.9 |
January 2012 | Poor | Poor | Very Good | Poor | 379 | 67.9 |
March 2010 | Poor | Poor | Very Good | Poor | 379 | 67.9 |
December 2007 | Poor | Poor | Very Good | Poor | 460 | 66.6 |
November 2004 | Poor | Poor | Very Good | Poor | 460 | 67.6 |
January 2002 | Fair | Satisfactory | Very Good | Satisfactory | 460 | 98.1 |
January 1999 | Fair | Satisfactory | Very Good | Satisfactory | 460 | 98.1 |
February 1997 | Fair | Good | Very Good | Satisfactory | 400 | 94.2 |
August 1994 | Fair | Good | Very Good | Satisfactory | 155 | 94.7 |
April 1992 | Good | Good | Good | Good | 146 | 100.0 |