FRANKLIN RANCH RD over LIVE OAK CREEK
Map
Coordinates:
+28.60021, -98.5955928°36'01" N, 98°35'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRANKLIN RANCH RD over LIVE OAK CREEK |
Structure number: | 151620AA0105002 |
Location: | 4.0 MI N.W. OF SH 16 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 2012] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Very Good | Very Good | 110 | 92.1 |
October 2015 | Good | Good | Very Good | Very Good | 110 | 92.1 |
October 2013 | Good | Good | Very Good | Very Good | 110 | 92.1 |
February 2013 | Good | Very Good | Very Good | Very Good | 110 | 91.1 |
October 2011 | Fair | Good | Fair | Satisfactory | 110 | 34.5 |
September 2009 | Fair | Good | Fair | Satisfactory | 110 | 34.8 |
October 2007 | Fair | Good | Fair | Satisfactory | 110 | 34.8 |
September 2005 | Fair | Good | Satisfactory | Satisfactory | 80 | 47.7 |
September 2003 | Fair | Good | Good | Satisfactory | 80 | 48.0 |
September 2001 | Fair | Good | Good | Fair | 110 | 38.7 |
September 1999 | Fair | Good | Good | Fair | 50 | 39.6 |
October 1997 | Fair | Good | Good | Fair | 50 | 43.7 |
June 1996 | Good | Good | Good | Good | 50 | 67.7 |
January 1994 | Fair | Good | Good | Satisfactory | 50 | 47.8 |
October 1991 | Fair | Very Good | Good | Satisfactory | 50 | 40.1 |