KY 33 over SPEARS CREEK
Map
Coordinates:
+37.66972, -84.7666737°40'11" N, 84°46'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY 33 over SPEARS CREEK |
Structure number: | 011B00057N |
Old structure number: | 011*0033*B0057 (from 1992 edition) |
Location: | 1.7 MI. N JCT US 150 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,490 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Satisfactory | 3490 | 98.0 |
October 2016 | Fair | Good | Good | Satisfactory | 4148 | 97.8 |
October 2014 | Fair | Good | Good | Satisfactory | 5161 | 97.5 |
October 2012 | Fair | Good | Good | Satisfactory | 5110 | 97.6 |
October 2010 | Fair | Good | Good | Satisfactory | 4770 | 97.6 |
October 2008 | Fair | Good | Good | Satisfactory | 4640 | 97.7 |
October 2006 | Fair | Good | Good | Satisfactory | 4800 | 97.6 |
October 2004 | Fair | Good | Good | Satisfactory | 4396 | 97.8 |
October 2002 | Fair | Good | Good | Satisfactory | 5396 | 97.5 |
October 2000 | Good | Good | Good | Good | 5396 | 97.5 |
October 1998 | Good | Very Good | Very Good | Very Good | 5396 | 97.5 |
October 1997 | Good | Very Good | Very Good | Very Good | 5396 | 97.5 |
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 Girder/Beam | linear ft. | 170 | 170 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,388 | 1,357 | 31 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 138 | 128 | 10 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 28 | 28 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 68 | 68 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 340 | 340 | 0 | 0 | 0 |