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KY-32 over NEWCOMBE CREEK
Map
Coordinates:
+38.06472, -83.05417
38°03'53" N, 83°03'15" W
+38.06472, -83.05417
38°03'53" N, 83°03'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-32 over NEWCOMBE CREEK |
| Structure number: | 032B00033N |
| Location: | .4 MI. E. OF WEST JCT 706 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 97.1 ft. [29.6 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 34.5 ft. [10.5 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| 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: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 820 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 97.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Fair | Satisfactory | Good | 820 | 97.8 |
| July 2015 | Fair | Satisfactory | Good | Good | 848 | 98.7 |
| July 2013 | Good | Good | Good | Good | 848 | 98.7 |
| July 2011 | Good | Good | Good | Good | 937 | 98.6 |
| July 2009 | Good | Good | Good | Good | 924 | 98.6 |
| August 2007 | Good | Good | Good | Good | 927 | 98.6 |
| August 2005 | Good | Good | Good | Good | 929 | 98.6 |
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. | 900 | 846 | 54 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,600 | 2,900 | 500 | 200 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 121 | 117 | 4 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,000 | 0 | 1,000 | 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/1210321
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210321