CR FF over Palo Duro Creek
Map
Coordinates:
+35.01727, -102.3492635°01'02" N, 102°20'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR FF over Palo Duro Creek |
Structure number: | 040590AA0233001 |
Location: | 5.5 Mi S of FM 2857 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 60 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 60.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.5 |
November 2016 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.2 |
November 2014 | Fair | Good | Good | Satisfactory | 60 | 60.2 |
November 2012 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.2 |
February 2011 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.2 |
February 2009 | Fair | Good | Satisfactory | Satisfactory | 60 | 68.3 |
February 2007 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.5 |
March 2005 | Fair | Good | Satisfactory | Satisfactory | 60 | 60.5 |
April 2003 | Good | Good | Good | Good | 60 | 68.2 |
April 2001 | Good | Good | Good | Good | 60 | 68.2 |
April 1999 | Good | Good | Good | Good | 60 | 68.2 |
March 1997 | Good | Good | Good | Good | 60 | 65.2 |
March 1995 | Good | Good | Good | Good | 60 | 65.2 |
March 1993 | Good | Good | Good | Good | 60 | 65.2 |
June 1991 | Fair | Good | Good | Satisfactory | 60 | 72.0 |