CR 179 over DUCK CREEK
Map
Coordinates:
+33.37121, -100.6876633°22'16" N, 100°41'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 179 over DUCK CREEK |
Structure number: | 081320AA0159001 |
Location: | 1.2 MI W OF SH 70 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1952 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 55 [as of 2010] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $199,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2016 | Fair | 5 out of 10 | 55 | 60.7 |
February 2014 | Fair | 5 out of 10 | 55 | 60.7 |
February 2012 | Fair | 5 out of 10 | 55 | 60.7 |
February 2010 | Fair | 5 out of 10 | 55 | 60.9 |
February 2008 | Fair | 5 out of 10 | 55 | 62.9 |
February 2006 | Fair | 5 out of 10 | 55 | 62.9 |
February 2004 | Fair | 5 out of 10 | 55 | 60.7 |
April 2002 | Fair | 5 out of 10 | 55 | 60.7 |
May 2000 | Fair | 5 out of 10 | 55 | 60.7 |
July 1998 | Fair | 5 out of 10 | 55 | 60.7 |
May 1996 | Fair | 5 out of 10 | 55 | 54.3 |
July 1994 | Poor | 3 out of 10 | 55 | 38.9 |
December 1991 | Good | 8 out of 10 | 55 | 58.3 |