Col. CR 43 ZONE D over O'REAR CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col. CR 43 ZONE D over O'REAR CREEK |
Structure number: | 000000000022822 |
Location: | 0.8 MI N JCT SH 98 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Very Good | Very Good | 100 | 84.3 |
May 2016 | Good | Very Good | Very Good | Very Good | 100 | 84.3 |
May 2014 | Good | Very Good | Very Good | Very Good | 100 | 84.3 |
May 2012 | Good | Very Good | Very Good | Very Good | 100 | 84.3 |
April 2010 | Good | Very Good | Very Good | Very Good | 100 | 84.3 |
April 2008 | Good | Very Good | Very Good | Very Good | 100 | 76.7 |
April 2006 | Good | Very Good | Very Good | Very Good | 100 | 76.7 |
June 2004 | Good | Very Good | Very Good | Very Good | 100 | 76.7 |