KY-1355 over TURNERS BRANCH
Map
Coordinates:
+37.68611, -84.5686137°41'10" N, 84°34'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1355 over TURNERS BRANCH |
Structure number: | 040B00027N |
Old structure number: | 040*1355*B0027 (from 1992 edition) |
Location: | 2 MI E OF JCT KY 1971 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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 Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 352 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 70.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Fair | Satisfactory | 352 | 70.7 |
December 2015 | Fair | Good | Fair | Satisfactory | 379 | 70.6 |
November 2013 | Fair | Good | Fair | Satisfactory | 379 | 70.8 |
November 2011 | Fair | Satisfactory | Fair | Satisfactory | 518 | 70.7 |
November 2009 | Fair | Satisfactory | Fair | Fair | 476 | 70.7 |
November 2007 | Fair | Satisfactory | Fair | Fair | 487 | 70.7 |
November 2005 | Fair | Satisfactory | Fair | Fair | 378 | 70.8 |
November 2003 | Fair | Satisfactory | Satisfactory | Fair | 247 | 75.4 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 247 | 86.4 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 247 | 86.4 |
November 1997 | Fair | Satisfactory | Satisfactory | Good | 247 | 86.4 |
November 1995 | Fair | Satisfactory | Satisfactory | Good | 220 | 85.4 |
November 1993 | Fair | Satisfactory | Good | Good | 220 | 85.4 |
November 1991 | Fair | Satisfactory | Good | Good | 220 | 85.4 |
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. | 208 | 176 | 16 | 9 | 7 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 630 | 630 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 592 | 592 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 83 | 78 | 3 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 61 | 58 | 2 | 1 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 52 | 52 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 260 | 0 | 0 | 0 |