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RIGHT FRK NEWCOMBE over RT. FORK NEWCOMBE CR
Map
Coordinates:
+38.02389, -83.05056
38°01'26" N, 83°03'02" W
+38.02389, -83.05056
38°01'26" N, 83°03'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RIGHT FRK NEWCOMBE over RT. FORK NEWCOMBE CR |
| Structure number: | 032C00011N |
| Location: | .1 MI SE OF JCT KY 706 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 16.7 ft. [5.1 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 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 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: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 143 [as of 2009] |
| 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: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.6 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $68,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 143 | 72.6 |
| December 2016 | Good | Good | Good | Good | 70 | 80.9 |
| December 2014 | Good | Good | Good | Good | 70 | 80.9 |
| December 2012 | Good | Good | Good | Good | 70 | 58.6 |
| December 2010 | Good | Good | Good | Good | 70 | 58.6 |
| December 2008 | Good | Very Good | Very Good | Good | 70 | 56.6 |
| November 2006 | Good | Very Good | Very Good | Good | 70 | 50.0 |
| December 2004 | Good | Very Good | Very Good | Good | 49 | 52.8 |
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. | 276 | 264 | 12 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 549 | 549 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 505 | 505 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 88 | 88 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 440 | 440 | 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/1210331
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210331