CR MM over Tierra Blanca Creek
Map
Coordinates:
+34.77378, -102.6027834°46'26" N, 102°36'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR MM over Tierra Blanca Creek |
Structure number: | 040590AA0114001 |
Location: | 5.6 Mi W of FM 1057 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
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: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 70.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Satisfactory | Fair | 50 | 70.8 |
November 2016 | Fair | Good | Satisfactory | Fair | 50 | 70.4 |
November 2014 | Fair | Good | Satisfactory | Satisfactory | 50 | 80.4 |
November 2012 | Fair | Good | Satisfactory | Satisfactory | 50 | 80.4 |
February 2011 | Fair | Good | Satisfactory | Satisfactory | 50 | 80.4 |
February 2009 | Fair | Good | Satisfactory | Satisfactory | 50 | 87.5 |
February 2007 | Fair | Good | Satisfactory | Satisfactory | 50 | 80.8 |
March 2005 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 80.8 |
April 2003 | Fair | Very Good | Satisfactory | Good | 50 | 64.3 |
April 2001 | Fair | Very Good | Satisfactory | Good | 50 | 64.3 |
March 1999 | Good | Very Good | Good | Good | 50 | 64.3 |
March 1997 | Good | Very Good | Good | Good | 50 | 61.3 |
March 1995 | Good | Very Good | Good | Good | 50 | 61.3 |
March 1993 | Good | Very Good | Good | Good | 50 | 61.3 |
June 1991 | Good | Very Good | Good | Good | 50 | 68.4 |