FM 1081 over SALT FORK BRAZOS RIVER
Map
Coordinates:
+33.24290, -100.9284433°14'34" N, 100°55'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1081 over SALT FORK BRAZOS RIVER |
Structure number: | 081320232902003 |
Location: | 1.7 MI S OF FM 2320 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 600.1 ft. [182.9 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 15 |
Main spans material: | Concrete [1] |
Main spans 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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 90 [as of 2013] |
Truck traffic: | 25% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $39,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Fair | Fair | 90 | 81.7 |
May 2015 | Fair | Good | Satisfactory | Fair | 90 | 81.5 |
May 2013 | Fair | Good | Good | Fair | 90 | 71.7 |
May 2011 | Fair | Good | Satisfactory | Fair | 70 | 73.8 |
May 2009 | Fair | Fair | Satisfactory | Fair | 70 | 84.5 |
July 2007 | Fair | Satisfactory | Satisfactory | Fair | 60 | 78.3 |
May 2005 | Fair | Satisfactory | Satisfactory | Fair | 50 | 78.0 |
April 2003 | Fair | Satisfactory | Satisfactory | Fair | 40 | 78.8 |
April 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 88.7 |
March 1999 | Fair | Good | Satisfactory | Satisfactory | 100 | 88.6 |
June 1997 | Fair | Good | Good | Satisfactory | 150 | 87.4 |
August 1995 | Fair | Good | Good | Satisfactory | 150 | 87.4 |
February 1993 | Fair | Satisfactory | Satisfactory | Fair | 140 | 72.7 |
November 1990 | Fair | Satisfactory | Satisfactory | Fair | 140 | 72.7 |