CR NW 1010 over Branch of Denton Creek
Map
Coordinates:
+33.18437, -95.2637833°11'04" N, 95°15'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR NW 1010 over Branch of Denton Creek |
Structure number: | 010810AA0107002 |
Location: | 0.15 MI SW OF SH 67 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2010] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Very Good | Very Good | Satisfactory | 70 | 98.0 |
January 2016 | Fair | Very Good | Very Good | Satisfactory | 70 | 99.0 |
February 2014 | Fair | Very Good | Very Good | Satisfactory | 70 | 99.0 |
May 2012 | Fair | Very Good | Very Good | Satisfactory | 70 | 100.0 |
April 2010 | Good | Very Good | Very Good | Good | 70 | 100.0 |
March 2008 | Good | Very Good | Very Good | Very Good | 70 | 100.0 |
April 2006 | Good | Very Good | Very Good | Very Good | 70 | 100.0 |
April 2004 | Poor | Satisfactory | Good | Poor | 70 | 55.4 |
February 2002 | Poor | Satisfactory | Good | Poor | 70 | 57.4 |
May 2000 | Poor | Satisfactory | Satisfactory | Serious | 40 | 26.0 |
March 1998 | Poor | Satisfactory | Satisfactory | Serious | 40 | 26.0 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 39.8 |
April 1994 | Fair | Fair | Satisfactory | Fair | 50 | 39.3 |
November 1991 | Fair | Satisfactory | Satisfactory | Fair | 50 | 36.1 |