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KY-355 over LITTLE TWIN CREEK
Map
Coordinates:
+38.55889, -85.00528
38°33'32" N, 85°00'19" W
+38.55889, -85.00528
38°33'32" N, 85°00'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-355 over LITTLE TWIN CREEK |
| Structure number: | 094B00043N |
| Location: | .15 MI SOU OF JCT KY-355 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 97.1 ft. [29.6 m] |
| Total length: | 358.9 ft. [109.4 m] |
| Roadway width between curbs: | 37.1 ft. [11.3 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| 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: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,046 [as of 2015] |
| Truck traffic: | 22% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 93.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Very Good | Excellent | Excellent | 1046 | 93.3 |
| April 2015 | Good | Very Good | Excellent | Excellent | 892 | 93.6 |
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. | 2,154 | 2,154 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,360 | 14,360 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 13,283 | 13,283 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 112 | 112 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 74 | 74 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Enclosed/Concealed Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 718 | 694 | 24 | 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/1687296
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1687296