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Columbia CR 66 Z-C over Henderson Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Columbia CR 66 Z-C over Henderson Creek |
| Structure number: | 000000000023080 |
| Location: | 0.87 MI W JCT CR 63 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Channel beam [22] |
| Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 105 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 88.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Good | Good | Good | Very Good | 105 | 88.6 |
| October 2016 | Good | Good | Good | Very Good | 105 | 88.6 |
| October 2014 | Good | Good | Good | Very Good | 105 | 88.6 |
| October 2012 | Good | Good | Good | Very Good | 105 | 71.2 |
| October 2010 | Good | Good | Good | Very Good | 105 | 71.2 |
| October 2008 | Good | Good | Good | Very Good | 105 | 71.2 |
| December 2006 | Good | Good | Good | Very Good | 105 | 71.2 |
© 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/1025591
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1025591