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WEST KNOB LICK RD over WHITE OAK CREEK
Map
Coordinates:
+37.57833, -84.79917
37°34'42" N, 84°47'57" W
+37.57833, -84.79917
37°34'42" N, 84°47'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WEST KNOB LICK RD over WHITE OAK CREEK |
| Structure number: | 011C00059N |
| Location: | 1.6 MI W JCT US 127 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1994 |
| 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 Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 122 [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: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 88.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Good | Good | Good | 122 | 88.5 |
| September 2016 | Good | Good | Good | Good | 122 | 88.5 |
| September 2014 | Good | Good | Good | Good | 122 | 90.5 |
| October 2012 | Good | Good | Good | Good | 122 | 87.5 |
| October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 122 | 87.5 |
| October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 122 | 87.5 |
| October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 126 | 87.5 |
| October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 96.0 |
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. | 180 | 173 | 6 | 0 | 1 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 730 | 683 | 47 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 88 | 87 | 1 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 280 | 280 | 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/1207876
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207876