FM 767 over Los Redos Creek
Map
Coordinates:
+35.69134, -102.3705035°41'29" N, 102°22'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 767 over Los Redos Creek |
Structure number: | 041040110801002 |
Location: | 2.5 Mi West JCT US 385 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 250.0 ft. [76.2 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 10 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2013] |
Truck traffic: | 42% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 76.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 76.1 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 75.8 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 190 | 75.6 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 190 | 75.6 |
January 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 75.7 |
January 2009 | Fair | Good | Good | Satisfactory | 160 | 76.0 |
February 2007 | Fair | Good | Good | Satisfactory | 150 | 78.5 |
January 2005 | Fair | Good | Good | Satisfactory | 150 | 76.0 |
January 2004 | Fair | Good | Good | Satisfactory | 170 | 79.2 |
November 2002 | Fair | Good | Good | Satisfactory | 220 | 81.1 |
December 2001 | Fair | Good | Good | Satisfactory | 220 | 81.1 |
February 2000 | Fair | Good | Good | Satisfactory | 140 | 81.2 |
February 1998 | Fair | Good | Good | Satisfactory | 140 | 81.2 |
January 1996 | Fair | Very Good | Good | Satisfactory | 180 | 80.7 |
February 1994 | Fair | Very Good | Good | Satisfactory | 170 | 71.4 |
February 1992 | Fair | Very Good | Good | Satisfactory | 100 | 86.4 |