Col.CORd42 Z-B over Hurricane Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col.CORd42 Z-B over Hurricane Creek |
Structure number: | 000000000022888 |
Location: | 2.6 mi.SW jct.US82&CR42 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
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] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 63 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Very Good | 63 | 88.5 |
April 2015 | Fair | Satisfactory | Satisfactory | Very Good | 63 | 76.7 |
April 2013 | Good | Very Good | Very Good | Very Good | 63 | 76.7 |
April 2011 | Good | Very Good | Very Good | Very Good | 63 | 76.7 |
April 2009 | Good | Very Good | Very Good | Very Good | 63 | 76.7 |
May 2007 | Good | Very Good | Very Good | Very Good | 63 | 76.7 |
May 2005 | Good | Very Good | Very Good | Very Good | 63 | 76.7 |