00226 over BAR M CANYON
Map
Coordinates:
+34.88219, -111.5677534°52'56" N, 111°34'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 00226 over BAR M CANYON |
Structure number: | 030405000003307 |
Location: | T17N,R08E,SEC05 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 10° |
Owner: | U.S. Forest Service [64] |
Year built: | 1959 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 1996] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 68.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $420,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Satisfactory | Good | 100 | 68.0 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 100 | 69.0 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 100 | 69.0 |
September 2011 | Fair | Satisfactory | Satisfactory | Good | 100 | 67.7 |
November 2008 | Fair | Satisfactory | Satisfactory | Good | 100 | 67.7 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 83.8 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 83.8 |
August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 84.8 |
September 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 84.8 |