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KY-7 over LITTLE SANDY
Map
Coordinates:
+38.14389, -83.06778
38°08'38" N, 83°04'04" W
+38.14389, -83.06778
38°08'38" N, 83°04'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-7 over LITTLE SANDY |
| Structure number: | 032B00037N |
| Location: | 1.860 MI. FROM JCT. OF KY |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 390.1 ft. [118.9 m] |
| Total length: | 830.1 ft. [253.0 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 50.9 ft. [15.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,048 [as of 2012] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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: | 98.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Good | Very Good | Very Good | 2048 | 98.3 |
| July 2015 | Good | Good | Very Good | Very Good | 2048 | 98.3 |
| July 2013 | Good | Good | Very Good | Very Good | 2265 | 98.1 |
| July 2011 | Good | Very Good | Very Good | Very Good | 2420 | 98.0 |
| July 2009 | Good | Very Good | Very Good | Very Good | 2410 | 98.0 |
| August 2007 | Good | Very Good | Very Good | Very Good | 2540 | 97.9 |
| August 2005 | Good | Very Good | Very Good | Very Good | 2453 | 97.9 |
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. | 4,130 | 4,130 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 103,250 | 103,250 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 42,330 | 42,229 | 101 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 47 | 47 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 23 | 23 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 102 | 0 | 0 | 0 | 102 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,660 | 1,260 | 398 | 2 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210325
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210325