KY-1576 over SPRING CREEK
Map
Coordinates:
+36.63500, -85.1452836°38'06" N, 85°08'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1576 over SPRING CREEK |
Structure number: | 027B00026N |
Old structure number: | 027*1576*B0026 (from 1992 edition) |
Location: | 1.0 MI NOR. OF TENN ST LN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 258 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 18.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Fair | Poor | Fair | 258 | 18.7 |
December 2017 | Fair | Fair | Fair | Fair | 258 | 39.3 |
December 2015 | Fair | Fair | Fair | Fair | 391 | 63.2 |
January 2014 | Fair | Fair | Fair | Fair | 391 | 63.2 |
December 2011 | Fair | Fair | Fair | Fair | 417 | 62.2 |
December 2009 | Fair | Fair | Fair | Fair | 398 | 62.4 |
December 2007 | Fair | Fair | Fair | Fair | 399 | 62.4 |
December 2005 | Fair | Fair | Fair | Fair | 381 | 62.6 |
December 2003 | Fair | Fair | Fair | Satisfactory | 158 | 69.2 |
December 2001 | Fair | Fair | Fair | Satisfactory | 158 | 69.2 |
December 1999 | Fair | Fair | Fair | Satisfactory | 158 | 69.2 |
December 1997 | Fair | Fair | Fair | Satisfactory | 158 | 67.1 |
December 1995 | Fair | Fair | Fair | Satisfactory | 285 | 57.1 |
December 1993 | Fair | Fair | Fair | Satisfactory | 285 | 57.9 |
December 1991 | Fair | Fair | Fair | Satisfactory | 285 | 57.9 |
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. | 880 | 655 | 20 | 205 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 2,668 | 0 | 2,296 | 372 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 24 | 0 | 20 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 126 | 71 | 31 | 24 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 63 | 0 | 62 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 24 | 0 | 0 | 0 | 24 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 220 | 0 | 220 | 0 | 0 |