CO 073 over SHELTON CREEK
Map
Coordinates:
+33.10966, -86.2031133°06'35" N, 86°12'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO 073 over SHELTON CREEK |
Structure number: | 002293 |
Old structure number: | 0000001361071Z0 (from 1992 edition) |
Location: | 0.7 MI OF CO RT 074 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 240 [as of 2015] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 37.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $296,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Satisfactory | 240 | 37.8 |
February 2016 | Fair | Fair | Fair | Satisfactory | 235 | 37.8 |
January 2014 | Fair | Fair | Fair | Satisfactory | 225 | 37.8 |
January 2013 | Fair | Fair | Fair | Satisfactory | 225 | 37.8 |
January 2012 | Fair | Fair | Fair | Satisfactory | 225 | 37.8 |
January 2011 | Fair | Fair | Fair | Satisfactory | 200 | 37.8 |
February 2010 | Fair | Fair | Fair | Satisfactory | 200 | 37.8 |
March 2008 | Fair | Fair | Good | Satisfactory | 200 | 49.0 |
January 2006 | Fair | Fair | Good | Satisfactory | 200 | 49.0 |
January 2004 | Fair | - | - | - | 200 | 50.0 |
February 2002 | Fair | - | - | - | 200 | 50.0 |
April 2000 | Fair | - | - | - | 200 | 50.0 |
May 1998 | Fair | - | - | - | 200 | 49.9 |
August 1996 | Fair | - | - | - | 200 | 43.7 |
August 1994 | Good | - | - | - | 200 | 50.7 |
September 1992 | Fair | - | - | - | 200 | 48.7 |
February 1991 | Fair | - | - | - | 200 | 54.6 |