RIGHT FRK NEWCOMBE over RT. FORK NEWCOMBE CR
Map
Coordinates:
+38.02389, -83.0505638°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 |