IRR BIA RTE N6310 over PIUTE CREEK
Map
Coordinates:
+37.09622, -110.6741137°05'46" N, 110°40'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE N6310 over PIUTE CREEK |
Structure number: | 00000000000N323 |
Location: | 10 MI NE NAVAJO MT SCHOOL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 86.6 ft. [26.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2012] |
Truck traffic: | 3% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Good | Good | Good | Good | 75 | 93.4 |
November 2014 | Good | Good | Very Good | Good | 75 | 93.4 |
January 2012 | Good | Good | Very Good | Good | 75 | 89.4 |
January 2010 | Poor | Good | Very Good | Poor | 75 | 62.2 |
January 2008 | Poor | Good | Very Good | Critical | 75 | 30.6 |
November 2004 | Poor | Good | Very Good | Serious | 61 | 46.4 |
April 2002 | Fair | Satisfactory | Very Good | Good | 61 | 91.4 |
February 1999 | Fair | Satisfactory | Very Good | Good | 61 | 93.4 |
March 1997 | Good | Very Good | Very Good | Very Good | 61 | 93.4 |
August 1994 | Good | Very Good | Very Good | Very Good | 60 | 94.4 |