Share: 
CR-1233 over SOUTH RUIN CREEK
Map
Coordinates:
+38.09667, -83.15917
38°05'48" N, 83°09'33" W
+38.09667, -83.15917
38°05'48" N, 83°09'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR-1233 over SOUTH RUIN CREEK |
| Structure number: | 032C00034N |
| Location: | 124' S. of Jct. KY 755 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.7 ft. [6.3 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2011 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2011] |
| Deck condition: | Very Good [8 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 78.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Very Good | Good | Very Good | 20 | 78.3 |
| December 2016 | Good | Very Good | Good | Very Good | 20 | 78.3 |
| December 2014 | Good | Very Good | Good | Very Good | 20 | 78.3 |
| December 2012 | Good | Very Good | Good | Very Good | 20 | 78.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 144 | 0 | 144 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 640 | 640 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 66 | 66 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 46 | 0 | 46 | 0 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 414 | 0 | 414 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 414 | 414 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 52 | 48 | 4 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 260 | 253 | 2 | 5 | 0 |
© 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/1650936
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650936