COLOMA RD over DRAW
Map
Coordinates:
+28.50846, -96.6184928°30'30" N, 96°37'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLOMA RD over DRAW |
Structure number: | 130290AA0133001 |
Location: | 2.15 MI SE OF SH 238 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 55° |
Owner: | County Highway Agency [02] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2010] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 46.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Fair | Satisfactory | 10 | 46.3 |
November 2015 | Poor | Poor | Satisfactory | Satisfactory | 10 | 51.1 |
November 2013 | Fair | Fair | Satisfactory | Satisfactory | 10 | 53.1 |
December 2011 | Fair | Fair | Satisfactory | Satisfactory | 10 | 74.2 |
December 2009 | Fair | Fair | Satisfactory | Satisfactory | 10 | 74.6 |
January 2008 | Fair | Fair | Satisfactory | Satisfactory | 10 | 74.6 |
January 2006 | Fair | Fair | Satisfactory | Satisfactory | 20 | 74.5 |
January 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 75.2 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 75.2 |
July 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 88.2 |
July 1998 | Fair | Good | Good | Satisfactory | 20 | 86.2 |
June 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 75.2 |
June 1994 | Good | Very Good | Good | Good | 50 | 88.7 |
May 1992 | Good | Very Good | Good | Good | 50 | 88.7 |
December 1989 | Good | Very Good | Very Good | Good | 50 | 0.0 |