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ROCK CRK RD over WHITE OAK CREEK
Map
Coordinates:
+36.70306, -84.59611
36°42'11" N, 84°35'46" W
+36.70306, -84.59611
36°42'11" N, 84°35'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ROCK CRK RD over WHITE OAK CREEK |
| Structure number: | 074C00025N |
| Location: | 0.1 MILES EAST OF KY 1363 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 65.9 ft. [20.1 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| 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: | 30 [as of 2010] |
| 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: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 78.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Good | Good | Good | Good | 30 | 78.0 |
| May 2016 | Good | Good | Good | Good | 30 | 78.0 |
| May 2014 | Good | Good | Good | Good | 200 | 72.3 |
| May 2012 | Good | Good | Good | Good | 200 | 72.3 |
| May 2010 | Good | Good | Good | Good | 200 | 72.3 |
| May 2008 | Good | Good | Good | Good | 200 | 72.3 |
| May 2006 | Good | Very Good | Very Good | Very Good | 200 | 72.3 |
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. | 264 | 230 | 34 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,060 | 1,030 | 30 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 56 | 47 | 9 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 132 | 132 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 660 | 660 | 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/1216102
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216102