Share: 
KY 645 over KY 645 over KY40
Map
Coordinates:
+37.85667, -82.51944
37°51'24" N, 82°31'10" W
+37.85667, -82.51944
37°51'24" N, 82°31'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY 645 over KY 645 over KY40 |
| Structure number: | 080B00045N |
| Location: | JCT KY 645 and KY40 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 112.9 ft. [34.4 m] |
| Total length: | 483.0 ft. [147.2 m] |
| Roadway width between curbs: | 39.4 ft. [12.0 m] |
| Deck width edge-to-edge: | 80.7 ft. [24.6 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2010 |
| 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: | 5 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | New structure not yet open to traffic [G] |
| Average daily traffic: | 4,678 [as of 2015] |
| Truck traffic: | 3% 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: | Basically intolerable requiring high priority of replacement [2] |
| Underclearances appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 81.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Very Good | Very Good | 4678 | 81.0 |
| August 2016 | Good | Very Good | Very Good | Very Good | 4678 | 81.0 |
| August 2014 | Good | Very Good | Very Good | Very Good | 5299 | 81.0 |
| August 2012 | Good | Very Good | Very Good | Very Good | 5431 | 81.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,130 | 1,130 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 38,978 | 38,978 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 208 | 208 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 318 | 318 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 100 | 100 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,449 | 1,449 | 0 | 0 | 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/1651174
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1651174