US-27 over KENTUCKY RIVER & CO
Map
Coordinates:
+37.76778, -84.6150037°46'04" N, 84°36'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-27 over KENTUCKY RIVER & CO |
Structure number: | 040B00028R |
Old structure number: | 040*0027*B0028P (from 1992 edition) |
Location: | ON JESSAMINE - GARRARD CL |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 330.1 ft. [100.6 m] |
Total length: | 1098.2 ft. [334.7 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 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] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 9,810 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 86.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 9810 | 86.5 |
July 2017 | Fair | Satisfactory | Satisfactory | Good | 9767 | 86.5 |
October 2016 | Fair | Satisfactory | Satisfactory | Good | 9109 | 86.5 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 9486 | 88.1 |
December 2014 | Fair | Satisfactory | Satisfactory | Good | 10334 | 88.1 |
July 2012 | Fair | Good | Satisfactory | Good | 9750 | 93.7 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 8850 | 95.3 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 8850 | 95.3 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 19100 | 93.2 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 20113 | 94.2 |
September 2003 | Good | Good | Good | Good | 13290 | 94.6 |
November 2001 | Good | Good | Good | Good | 13290 | 92.6 |
November 1999 | Good | Good | Good | Good | 13290 | 92.6 |
November 1997 | Good | Good | Good | Very Good | 13290 | 92.6 |
November 1995 | Good | Good | Good | Very Good | 4794 | 93.5 |
November 1993 | Good | Good | Good | Very Good | 4794 | 93.5 |
November 1991 | Good | Good | Good | Very Good | 4794 | 92.5 |
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 |
Steel Girder/Beam | linear ft. | 2,184 | 1,702 | 449 | 33 | 0 |
Steel Protective Coating | sq. ft. | 73,300 | 0 | 71,995 | 696 | 609 |
Steel Stringer | linear ft. | 3,276 | 2,840 | 415 | 21 | 0 |
Steel Protective Coating | sq. ft. | 18,700 | 0 | 18,373 | 268 | 59 |
Deck |
Reinforced Concrete Deck | sq. ft. | 47,195 | 45,249 | 1,946 | 0 | 0 |
Wearing Surfaces | sq. ft. | 43,238 | 34,583 | 8,305 | 350 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 1,496 | 1,171 | 322 | 3 | 0 |
Steel Protective Coating | sq. ft. | 29,500 | 0 | 28,004 | 1,269 | 227 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 48 | 48 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 129 | 102 | 27 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 128 | 0 | 1 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 79 | 65 | 14 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 4 | 3 | 1 | 0 |
Steel Protective Coating | sq. ft. | 480 | 0 | 328 | 75 | 77 |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 140 | 0 | 133 | 4 | 3 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 1,098 | 1,084 | 14 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 2,196 | 2,038 | 146 | 12 | 0 |