CR.27-BRICE HORTON over GUM CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR.27-BRICE HORTON over GUM CREEK |
Structure number: | 000000000022916 |
Location: | 4 MI. SOUTH OF DELIGHT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.2 ft. [14.7 m] |
Total length: | 49.2 ft. [15.0 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 146 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Better than present minimum criteria [7] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
March 2015 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
March 2013 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
April 2011 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
April 2009 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
April 2007 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |
June 2005 | Good | Very Good | Very Good | Very Good | 146 | 86.5 |