KY-1355 over SUGAR CREEK
Map
Coordinates:
+37.69111, -84.5750037°41'28" N, 84°34'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1355 over SUGAR CREEK |
Structure number: | 040B00029N |
Old structure number: | 040*1355*B0029 (from 1992 edition) |
Location: | 1.5 MI E OF JCT KY 1971 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 96.5 ft. [29.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 352 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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 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: | 66.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Fair | 352 | 66.2 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 379 | 77.2 |
November 2013 | Fair | Satisfactory | Good | Satisfactory | 379 | 74.7 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 518 | 74.6 |
November 2009 | Fair | Fair | Satisfactory | Satisfactory | 476 | 73.7 |
November 2007 | Fair | Fair | Fair | Satisfactory | 487 | 63.6 |
November 2005 | Fair | Fair | Fair | Satisfactory | 378 | 63.7 |
November 2003 | Fair | Fair | Satisfactory | Satisfactory | 247 | 75.1 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 247 | 76.1 |
November 1999 | Good | Good | Good | Good | 247 | 76.1 |
November 1997 | Good | Good | Good | Very Good | 247 | 76.1 |
November 1995 | Good | Good | Good | Very Good | 220 | 76.1 |
November 1993 | Good | Good | Good | Very Good | 220 | 81.5 |
November 1991 | Good | Good | Good | Very Good | 220 | 81.5 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 386 | 386 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,112 | 2,829 | 208 | 75 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 2 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 150 | 138 | 9 | 3 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 136 | 78 | 13 | 45 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 33 | 10 | 2 | 21 | 0 |
Joints |
Compression Joint | linear ft. | 31 | 0 | 0 | 0 | 31 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 193 | 193 | 0 | 0 | 0 |