CR 292-I 911=432 over VANCEL CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 292-I 911=432 over VANCEL CREEK |
Structure number: | 000000000021747 |
Location: | 0.03 MI W. JCT SH 90 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
Year reconstructed: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Other [9] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 26 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 26 | 73.7 |
March 2017 | Good | Good | Good | Good | 26 | 73.7 |
March 2015 | Good | Good | Good | Good | 26 | 73.7 |
April 2013 | Good | Good | Good | Good | 26 | 73.7 |
April 2012 | Good | Good | Good | Good | 26 | 73.7 |
May 2011 | Good | Good | Good | Good | 26 | 73.7 |
June 2010 | Good | Good | Good | Good | 26 | 73.7 |
July 2009 | Good | Good | Good | Good | 26 | 73.7 |
July 2008 | Good | Good | Good | Good | 26 | 73.7 |
July 2007 | Good | Good | Good | Good | 26 | 73.7 |
August 2006 | Good | Good | Good | Good | 26 | 63.5 |
September 2005 | Good | Good | Good | Good | 26 | 63.5 |
August 2004 | Good | Good | Good | Good | 26 | 63.5 |
August 2003 | Poor | Good | Good | Poor | 26 | 30.8 |
August 2002 | Poor | Good | Good | Poor | 26 | 30.8 |
July 2001 | Poor | Good | Good | Poor | 26 | 30.8 |
July 2000 | Poor | Good | Good | Poor | 26 | 30.8 |
August 1999 | Poor | Good | Good | Poor | 26 | 30.8 |
August 1998 | Poor | Good | Good | Poor | 26 | 30.8 |
July 1997 | Good | Excellent | Excellent | Good | 26 | 52.8 |
September 1996 | Good | Excellent | Excellent | Good | 26 | 52.8 |