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Ky 2168 over Spears Creek
Map
Coordinates:
+37.67472, -84.75750
37°40'29" N, 84°45'27" W
+37.67472, -84.75750
37°40'29" N, 84°45'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Ky 2168 over Spears Creek |
| Structure number: | 011B00061N |
| Location: | 0.4 MI E JCT KY 33 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 134.8 ft. [41.1 m] |
| Total length: | 274.0 ft. [83.5 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
| Skew angle: | 40° |
| 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: | 2 |
| Main spans material: | Prestressed concrete [5] |
| 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: October 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,828 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Good | Good | Good | Good | 5828 | 96.0 |
| October 2016 | Good | Good | Excellent | Good | 5119 | 96.3 |
| October 2014 | Good | Excellent | Excellent | Very Good | 2757 | 98.1 |
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. | 1,620 | 1,618 | 2 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,686 | 10,583 | 103 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 214 | 209 | 5 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 73 | 73 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 274 | 269 | 5 | 0 | 0 |
| Other Material Bridge Rail | linear ft. | 548 | 537 | 11 | 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/1671871
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1671871