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NEW LIBERTY RD over MARSH CREEK
Map
Coordinates:
+36.74389, -84.37111
36°44'38" N, 84°22'16" W
+36.74389, -84.37111
36°44'38" N, 84°22'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NEW LIBERTY RD over MARSH CREEK |
| Structure number: | 074C00011N |
| Location: | 0.6 MI W OF W TERM KY 679 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 2010] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| 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: | 71.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Fair | Fair | Satisfactory | 30 | 71.0 |
| May 2016 | Fair | Fair | Fair | Satisfactory | 30 | 70.0 |
| May 2014 | Fair | Fair | Fair | Good | 25 | 70.0 |
| May 2012 | Fair | Fair | Fair | Good | 25 | 44.4 |
| May 2010 | Fair | Fair | Fair | Good | 25 | 44.4 |
| May 2008 | Fair | Fair | Fair | Good | 25 | 44.4 |
| May 2006 | Fair | Fair | Fair | Good | 25 | 44.4 |
| June 2004 | Fair | Fair | Fair | Good | 25 | 44.4 |
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. | 350 | 325 | 25 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,071 | 1,017 | 54 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 56 | 0 | 56 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 140 | 0 | 140 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 560 | 0 | 560 | 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/1216095
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216095