CR 2150 over WOLF PEN CREEK
Map
Coordinates:
+30.81791, -94.5318230°49'04" N, 94°31'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 2150 over WOLF PEN CREEK |
Structure number: | 202290AA0112001 |
Location: | 0.30 MI W OF FM 256 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.4 ft. [4.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Satisfactory | 60 | 77.0 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 60 | 79.2 |
June 2013 | Fair | Good | Satisfactory | Satisfactory | 60 | 79.2 |
June 2011 | Fair | Good | Satisfactory | Satisfactory | 60 | 79.2 |
June 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 79.2 |
May 2007 | Good | Very Good | Good | Good | 60 | 79.2 |
December 2005 | Poor | Good | Poor | Fair | 50 | 17.1 |
November 2003 | Poor | Good | Poor | Fair | 50 | 17.1 |
October 2001 | Poor | Very Good | Poor | Satisfactory | 50 | 17.1 |
October 1999 | Poor | Critical | Serious | Satisfactory | 50 | 18.3 |
August 1997 | Poor | Satisfactory | Serious | Satisfactory | 50 | 19.4 |
July 1995 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 69.8 |
March 1992 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 47.3 |
April 1990 | Fair | Very Good | Satisfactory | Fair | 50 | 46.2 |