Share: 
KY 61 over Lewis Creek
Map
Coordinates:
+36.81000, -85.36639
36°48'36" N, 85°21'59" W
+36.81000, -85.36639
36°48'36" N, 85°21'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY 61 over Lewis Creek |
| Structure number: | 029B00064N |
| Location: | 1.45 M. S. of JCT KY 3140 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 144.0 ft. [43.9 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Skew angle: | 44° |
| Owner: | State Highway Agency [01] |
| Year built: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| 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: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,872 [as of 2015] |
| Truck traffic: | 13% 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 99.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Very Good | Very Good | 1872 | 99.1 |
| March 2016 | Good | Good | Very Good | Very Good | 1872 | 99.1 |
| March 2014 | Good | Good | Very Good | Very Good | 3018 | 98.6 |
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. | 701 | 701 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,198 | 5,908 | 290 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 163 | 158 | 5 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 40 | 40 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 160 | 160 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 288 | 250 | 38 | 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/1671921
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1671921