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US 127 over OLD BURKESVILLE ROAD
Map
Coordinates:
+36.69528, -85.15639
36°41'43" N, 85°09'23" W
+36.69528, -85.15639
36°41'43" N, 85°09'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 127 over OLD BURKESVILLE ROAD |
| Structure number: | 027B00040N |
| Location: | 0.3 M S OF JCT KY 1590 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 158.1 ft. [48.2 m] |
| Roadway width between curbs: | 48.6 ft. [14.8 m] |
| Deck width edge-to-edge: | 51.5 ft. [15.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 8° |
| Owner: | State Highway Agency [01] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| 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: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,254 [as of 2014] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Very Good [8 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] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 not over waterway. [N] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Good | Very Good | Very Good | Very Good | 4254 | 97.0 |
| December 2015 | Good | Very Good | Very Good | Very Good | 4254 | 97.0 |
| December 2013 | Good | Very Good | Very Good | Very Good | 4154 | 97.0 |
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. | 776 | 776 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,141 | 8,131 | 10 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 154 | 154 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 97 | 97 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 316 | 286 | 30 | 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/1671917
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1671917