Col.Co Rd 38 Z-C over Big cornie creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col.Co Rd 38 Z-C over Big cornie creek |
Structure number: | 000000000011595 |
Location: | 1.9 mi E jct co. rd#61&38 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 29.9 ft. [9.1 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: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 349 [as of 1986] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 79.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Satisfactory | 349 | 79.8 |
July 2015 | Good | Good | Good | Good | 349 | 59.4 |
July 2013 | Good | Good | Good | Good | 349 | 59.4 |
July 2011 | Good | Good | Good | Good | 349 | 59.4 |
July 2009 | Good | Good | Good | Good | 349 | 59.4 |
July 2007 | Good | Good | Good | Good | 349 | 59.4 |
August 2005 | Good | Good | Good | Good | 349 | 59.4 |
September 2003 | Good | Good | Good | Good | 349 | 59.2 |