CR SW 3050 over Greenwood Creek
Map
Coordinates:
+33.12985, -95.3071833°07'47" N, 95°18'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR SW 3050 over Greenwood Creek |
Structure number: | 010810AA0156001 |
Location: | 2.7 MI S OF IH 30 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
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: | 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: | 140 [as of 2012] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 77.4 |
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 |
---|
January 2018 | Fair | Very Good | Fair | Satisfactory | 140 | 77.4 |
January 2016 | Fair | Very Good | Fair | Satisfactory | 140 | 77.4 |
February 2014 | Fair | Very Good | Fair | Satisfactory | 140 | 69.9 |
May 2012 | Fair | Very Good | Fair | Satisfactory | 140 | 77.4 |
April 2010 | Fair | Very Good | Fair | Fair | 140 | 77.4 |
March 2008 | Fair | Very Good | Fair | Fair | 140 | 77.4 |
April 2006 | Fair | Very Good | Fair | Fair | 100 | 77.4 |
April 2004 | Fair | Very Good | Satisfactory | Satisfactory | 100 | 88.4 |
March 2002 | Fair | Very Good | Fair | Satisfactory | 100 | 77.4 |