CR 229-D (911=339) over DITCH NO 3
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 229-D (911=339) over DITCH NO 3 |
Structure number: | 000000000022272 |
Location: | 1 MI N W OF POLLARD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 148 [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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 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: | 77.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 148 | 77.0 |
April 2016 | Good | Good | Good | Good | 148 | 77.0 |
June 2015 | Good | Good | Good | Good | 148 | 64.3 |
October 2014 | Good | Good | Good | Good | 148 | 64.3 |
November 2013 | Good | Good | Good | Good | 148 | 64.3 |
November 2012 | Good | Good | Good | Good | 148 | 64.3 |
November 2011 | Good | Good | Good | Good | 148 | 64.3 |
December 2010 | Good | Good | Good | Good | 148 | 64.3 |
December 2009 | Good | Good | Good | Good | 148 | 64.3 |
December 2008 | Good | Good | Good | Good | 148 | 64.3 |
January 2008 | Good | Good | Good | Good | 148 | 64.3 |
February 2007 | Good | Good | Good | Good | 148 | 64.3 |
February 2006 | Good | Good | Good | Good | 148 | 64.3 |
January 2004 | Good | Good | Good | Good | 148 | 64.0 |
March 2003 | Good | Good | Good | Good | 148 | 64.0 |
January 2001 | Good | Good | Good | Good | 148 | 63.9 |