KY-3523 over CEDAR CREEK IN MONTEREY
Map
Coordinates:
+38.42139, -84.8705638°25'17" N, 84°52'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-3523 over CEDAR CREEK IN MONTEREY |
Structure number: | 094B00005N |
Old structure number: | 094*0127*B0005 (from 1992 edition) |
Location: | .3 MI N OF JCT US 127 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 265.1 ft. [80.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 317 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 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: | 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 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: | 75.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Fair | Fair | 317 | 75.8 |
April 2015 | Fair | Satisfactory | Fair | Fair | 317 | 75.8 |
April 2013 | Fair | Satisfactory | Fair | Fair | 405 | 74.8 |
April 2011 | Fair | Satisfactory | Fair | Fair | 449 | 73.5 |
April 2009 | Fair | Satisfactory | Fair | Fair | 419 | 73.5 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 418 | 84.5 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 510 | 84.5 |
April 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 2394 | 73.4 |
April 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 2394 | 73.4 |
April 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 2394 | 73.4 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 2394 | 73.4 |
March 1995 | Fair | Good | Good | Satisfactory | 1469 | 75.9 |
May 1993 | Fair | Good | Good | Satisfactory | 1469 | 74.4 |
March 1991 | Fair | Good | Good | Satisfactory | 1469 | 74.4 |
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. | 1,325 | 1,120 | 95 | 110 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,001 | 7,593 | 408 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 2 | 2 | 4 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 60 | 54 | 2 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 76 | 44 | 21 | 11 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 60 | 30 | 30 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 100 | 60 | 24 | 16 | 0 |
Joints |
Pourable Joint | linear ft. | 121 | 86 | 27 | 8 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 530 | 176 | 340 | 14 | 0 |