Share: 
CR 1009 over LITTLE SANDY RIVER
Map
Coordinates:
+38.12611, -82.96000
38°07'34" N, 82°57'36" W
+38.12611, -82.96000
38°07'34" N, 82°57'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 1009 over LITTLE SANDY RIVER |
| Structure number: | 032C00033N |
| Location: | .1MI WEST OF KY 486 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2008 |
| 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: | Open Grating [3] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 45 | 77.9 |
| December 2016 | Good | Good | Good | Good | 50 | 77.9 |
| October 2015 | Good | Good | Good | Good | 50 | 77.9 |
| December 2014 | Good | Good | Good | Good | 50 | 77.9 |
| December 2012 | Good | Good | Good | Good | - | 78.0 |
| December 2010 | Good | Good | Good | Very Good | - | 77.0 |
| December 2008 | Good | Good | Good | Very Good | 50 | 77.0 |
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. | 400 | 0 | 400 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,964 | 1,164 | 800 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 960 | 960 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 960 | 960 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 82 | 82 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 410 | 410 | 0 | 0 | 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/1210345
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210345