KY-1350 over LOWER ISLAND CREEK
Map
Coordinates:
+37.37694, -83.6936137°22'37" N, 83°41'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1350 over LOWER ISLAND CREEK |
Structure number: | 095B00028N |
Old structure number: | 095*1350*B0028 (from 1992 edition) |
Location: | .05 MI SOU. OF JCT KY 846 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 160 [as of 2016] |
Truck traffic: | 11% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 57.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $79,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Good | Satisfactory | 160 | 57.0 |
March 2016 | Fair | Good | Satisfactory | Satisfactory | 160 | 64.4 |
March 2014 | Fair | Good | Satisfactory | Satisfactory | 160 | 64.4 |
March 2012 | Fair | Good | Satisfactory | Good | 194 | 64.2 |
March 2010 | Fair | Fair | Satisfactory | Good | 178 | 76.3 |
March 2008 | Fair | Fair | Good | Good | 163 | 76.3 |
March 2006 | Fair | Fair | Good | Good | 249 | 76.1 |
May 2004 | Fair | Fair | Good | Good | 204 | 76.1 |
March 2000 | Good | Good | Good | Good | 204 | 77.1 |
April 1998 | Good | Good | Good | Good | 204 | 77.1 |
April 1996 | Good | Good | Good | Good | 204 | 77.1 |
April 1994 | Good | Good | Good | Good | 144 | 74.6 |
March 1992 | Good | Good | Very Good | Good | 144 | 74.6 |
March 1990 | Good | Good | Good | Good | 144 | 74.6 |
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. | 210 | 198 | 8 | 4 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 627 | 627 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 592 | 592 | 0 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 49 | 35 | 14 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 49 | 49 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 60 | 30 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 300 | 150 | 150 | 0 | 0 |