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MUD CUT RD over NS (CNO&TP)SYSTEM
Map
Coordinates:
+36.67083, -84.45861
36°40'15" N, 84°27'31" W
+36.67083, -84.45861
36°40'15" N, 84°27'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MUD CUT RD over NS (CNO&TP)SYSTEM |
| Structure number: | 074C00021N |
| Location: | 60' W. KY 1651 |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 111.9 ft. [34.1 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 200 [as of 2006] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 53.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Satisfactory | Satisfactory | Fair | 200 | 53.9 |
| May 2016 | Fair | Satisfactory | Good | Satisfactory | 200 | 81.3 |
| May 2014 | Fair | Satisfactory | Good | Satisfactory | 200 | 81.3 |
| May 2012 | Fair | Good | Good | Satisfactory | 200 | 81.3 |
| May 2010 | Good | Good | Good | Good | 200 | 81.3 |
| May 2008 | Good | Good | Good | Good | 200 | 81.3 |
| May 2006 | Good | Good | Good | Good | 200 | 80.3 |
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. | 848 | 750 | 73 | 25 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 2,753 | 2,753 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 2,464 | 0 | 2,464 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 0 | 2 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 50 | 25 | 23 | 2 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 25 | 0 | 23 | 2 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 24 | 0 | 0 | 0 | 24 |
| Bearings | ||||||
| Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 224 | 168 | 56 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 896 | 0 | 896 | 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/1216098
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216098