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MILO SUBDIVISION R over ROCKHOUSE CREEK
Map
Coordinates:
+37.91389, -82.57972
37°54'50" N, 82°34'47" W
+37.91389, -82.57972
37°54'50" N, 82°34'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MILO SUBDIVISION R over ROCKHOUSE CREEK |
| Structure number: | 080C00036N |
| Location: | .1 MI E OF JCT KY 1884 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 53.2 ft. [16.2 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1988 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2006] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 77.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 50 | 77.0 |
| August 2015 | Good | Good | Good | Good | 50 | 77.0 |
| August 2013 | Good | Good | Good | Good | 50 | 77.0 |
| August 2011 | Good | Good | Good | Good | 50 | 77.0 |
| August 2009 | Good | Good | Good | Good | 50 | 77.0 |
| November 2007 | Good | Good | Good | Good | 50 | 77.0 |
| August 2005 | Good | Good | Good | 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 | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 275 | 200 | 75 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 825 | 825 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 825 | 825 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 66 | 58 | 8 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 110 | 0 | 110 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 550 | 550 | 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/1216823
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216823