KY-650 over LITTLE SANDY RIVER
Map
Coordinates:
+38.06583, -83.1555638°03'57" N, 83°09'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-650 over LITTLE SANDY RIVER |
Structure number: | 032B00021N |
Old structure number: | 032*0650*B0021 (from 1992 edition) |
Location: | .20 MI SOU. OF JCT KY 7 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 448 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 66.4 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $155,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Fair | 448 | 66.4 |
August 2015 | Fair | Fair | Fair | Fair | 448 | 66.7 |
August 2013 | Fair | Fair | Fair | Fair | 493 | 66.6 |
August 2011 | Fair | Fair | Fair | Fair | 485 | 66.6 |
August 2009 | Fair | Fair | Fair | Fair | 506 | 66.6 |
August 2007 | Fair | Fair | Fair | Fair | 564 | 66.6 |
August 2005 | Fair | Fair | Fair | Fair | 541 | 66.6 |
July 2003 | Poor | Fair | Fair | Serious | 549 | 35.0 |
September 1999 | Fair | Fair | Fair | Satisfactory | 549 | 66.6 |
October 1997 | Fair | Satisfactory | Satisfactory | Fair | 549 | 67.6 |
August 1995 | Poor | Good | Good | Poor | 501 | 51.5 |
August 1993 | Fair | Good | Good | Fair | 501 | 66.7 |
August 1991 | Good | Good | Good | Good | 501 | 77.7 |
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. | 420 | 355 | 15 | 48 | 2 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,241 | 1,136 | 100 | 5 | 0 |
Wearing Surfaces | sq. ft. | 1,181 | 1,181 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 81 | 55 | 12 | 12 | 2 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 0 | 18 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 600 | 0 | 600 | 0 | 0 |