CR SW 3030 over Big Creek
Map
Coordinates:
+33.13231, -95.2844133°07'56" N, 95°17'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR SW 3030 over Big Creek |
Structure number: | 010810AA0217001 |
Location: | 0.4 MI W OF CR SW 3010 |
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: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 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: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2010] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Good | 100 | 97.9 |
January 2016 | Good | Very Good | Good | Good | 100 | 98.9 |
February 2014 | Good | Very Good | Very Good | Good | 100 | 98.9 |
May 2012 | Good | Very Good | Very Good | Good | 100 | 99.9 |
April 2010 | Good | Very Good | Good | Good | 100 | 99.9 |
March 2008 | Good | Very Good | Good | Good | 100 | 99.9 |
April 2006 | Good | Very Good | Good | Good | 100 | 95.9 |
April 2004 | Fair | Good | Satisfactory | Fair | 100 | 48.4 |
February 2002 | Fair | Good | Good | Fair | 100 | 48.4 |
May 2000 | Fair | Satisfactory | Good | Fair | 190 | 43.8 |
March 1998 | Fair | Satisfactory | Good | Fair | 190 | 43.8 |
March 1996 | Fair | Good | Good | Satisfactory | 190 | 55.6 |
April 1994 | Fair | Very Good | Very Good | Satisfactory | 180 | 53.3 |
November 1991 | Good | Very Good | Very Good | Good | 180 | 50.2 |