KY-1355 over EAST FORK OF SUGAR CREEK
Map
Coordinates:
+37.67944, -84.5613937°40'46" N, 84°33'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1355 over EAST FORK OF SUGAR CREEK |
Structure number: | 040B00026N |
Old structure number: | 040*1355*B0026 (from 1992 edition) |
Location: | 2.4 MI E OF JCT KY 1971 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 45.6 ft. [13.9 m] |
Total length: | 95.5 ft. [29.1 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | Latex Concrete or similar additive [3] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Fair | 352 | 74.0 |
November 2015 | Fair | Fair | Good | Fair | 379 | 74.0 |
November 2013 | Fair | Fair | Good | Fair | 379 | 77.0 |
November 2011 | Fair | Fair | Satisfactory | Fair | 518 | 75.9 |
November 2009 | Fair | Fair | Satisfactory | Fair | 476 | 75.9 |
November 2007 | Fair | Fair | Satisfactory | Fair | 487 | 75.9 |
November 2005 | Fair | Fair | Satisfactory | Fair | 378 | 77.0 |
November 2003 | Fair | Fair | Satisfactory | Fair | 247 | 81.3 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 247 | 93.3 |
November 1999 | Good | Good | Good | Good | 247 | 90.3 |
November 1997 | Good | Good | Good | Good | 247 | 90.3 |
November 1995 | Good | Good | Very Good | Good | 220 | 90.8 |
November 1993 | Good | Good | Very Good | Good | 220 | 85.8 |
November 1991 | Good | Good | Very Good | Good | 220 | 85.8 |
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. | 382 | 382 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,889 | 2,889 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,459 | 1,475 | 984 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 169 | 141 | 28 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 181 | 117 | 0 | 64 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 33 | 14 | 4 | 15 | 0 |
Joints |
Compression Joint | linear ft. | 33 | 0 | 0 | 0 | 33 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 191 | 191 | 0 | 0 | 0 |