Col.COrd20 zoneG over Crooked Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col.COrd20 zoneG over Crooked Creek |
Structure number: | 000000000022688 |
Location: | 0.94 mi S of JCT. 1 & 20 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 140 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Very Good | 140 | 80.9 |
April 2015 | Good | Good | Good | Very Good | 140 | 60.6 |
April 2013 | Good | Good | Good | Very Good | 140 | 60.6 |
April 2011 | Good | Good | Good | Very Good | 140 | 60.6 |
April 2009 | Good | Good | Good | Very Good | 140 | 60.6 |
April 2007 | Good | Good | Good | Very Good | 140 | 60.6 |
April 2005 | Good | Good | Good | Very Good | 140 | 60.6 |
May 2003 | Good | Good | Good | Very Good | 140 | 62.4 |