CR NW 1018 over Big Creek
Map
Coordinates:
+33.22631, -95.2890733°13'35" N, 95°17'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR NW 1018 over Big Creek |
Structure number: | 010810AA0112002 |
Location: | 4.8 MI W OF SH 37 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Year reconstructed: | 2015 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2010] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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: | 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: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Very Good | Satisfactory | Fair | 30 | 84.0 |
January 2016 | Fair | Very Good | Satisfactory | Fair | 30 | 84.0 |
February 2014 | Fair | Satisfactory | Satisfactory | Fair | 30 | 76.5 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 95.0 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 95.0 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 95.0 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 95.0 |
April 2004 | Fair | Good | Satisfactory | Satisfactory | 30 | 95.0 |
March 2002 | Fair | Good | Good | Satisfactory | 30 | 95.0 |
May 2000 | Good | Good | Good | Good | 80 | 94.7 |
March 1998 | Fair | Satisfactory | Good | Fair | 80 | 75.0 |
March 1996 | Fair | Good | Good | Fair | 80 | 75.8 |
April 1994 | Fair | Good | Good | Fair | 50 | 67.5 |
November 1991 | Fair | Good | Good | Fair | 50 | 63.4 |