1522C over WALNUT BRANCH
Map
Coordinates:
+34.42759, -96.4619534°25'39" N, 96°27'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 1522C over WALNUT BRANCH |
Structure number: | 103000000000000 |
Location: | 2.0 E .6 N BROMIDE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
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: | 35.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $376,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Fair | Good | 100 | 35.0 |
March 2016 | Fair | Satisfactory | Fair | Good | 100 | 35.0 |
March 2014 | Fair | Satisfactory | Fair | Very Good | 100 | 35.0 |
March 2012 | Fair | Satisfactory | Fair | Very Good | 100 | 35.0 |
June 2010 | Fair | Satisfactory | Fair | Good | 100 | 35.0 |
May 2008 | Fair | Satisfactory | Fair | Good | 100 | 35.0 |
June 2006 | Fair | Satisfactory | Fair | Good | 100 | 34.9 |
August 2004 | Fair | Satisfactory | Fair | Good | 100 | 34.9 |
July 2002 | Fair | Fair | Fair | Satisfactory | 100 | 33.9 |
August 2000 | Fair | Fair | Fair | Satisfactory | 100 | 33.9 |
April 1998 | Fair | Fair | Fair | Satisfactory | 100 | 33.9 |
April 1996 | Fair | Fair | Fair | Fair | 100 | 33.9 |
March 1994 | Fair | Good | Good | Satisfactory | 100 | 41.2 |
March 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 41.2 |