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CR 316 over COPPER CREEK
Map
Coordinates:
+33.09192, -100.85695
33°05'31" N, 100°51'25" W
+33.09192, -100.85695
33°05'31" N, 100°51'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 316 over COPPER CREEK |
| Structure number: | 081320AA0113001 |
| Location: | 0.8 MI W OF SH 208 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1949 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span 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: February 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2010] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 68.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $179,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2016 | Fair | Satisfactory | Satisfactory | Good | 50 | 68.9 |
| February 2014 | Fair | Satisfactory | Satisfactory | Good | 50 | 68.9 |
| February 2012 | Fair | Satisfactory | Satisfactory | Good | 50 | 68.9 |
| February 2010 | Fair | Satisfactory | Satisfactory | Good | 50 | 69.2 |
| February 2008 | Fair | Satisfactory | Satisfactory | Good | 50 | 66.3 |
| February 2006 | Fair | Satisfactory | Satisfactory | Good | 50 | 66.3 |
| February 2004 | Fair | Satisfactory | Satisfactory | Good | 50 | 66.0 |
| April 2002 | Fair | Satisfactory | Satisfactory | Good | 50 | 70.8 |
| May 2000 | Good | Good | Good | Good | 50 | 77.0 |
| July 1998 | Fair | Good | Satisfactory | Good | 50 | 77.0 |
| May 1996 | Fair | Good | Satisfactory | Good | 50 | 78.7 |
| July 1994 | Fair | Good | Satisfactory | Satisfactory | 50 | 80.3 |
| December 1991 | Fair | Good | Satisfactory | Satisfactory | 50 | 78.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1528485
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1528485