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Milford Lewis Road over Beaver Creek
Map
Coordinates:
+36.74583, -84.85111
36°44'45" N, 84°51'04" W
+36.74583, -84.85111
36°44'45" N, 84°51'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Milford Lewis Road over Beaver Creek |
| Structure number: | 116C00070N |
| Location: | .05miles W of Ky 167 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.7 ft. [6.6 m] |
| Total length: | 70.9 ft. [21.6 m] |
| Roadway width between curbs: | 12.8 ft. [3.9 m] |
| Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| 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 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 140 [as of 2015] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 67.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Satisfactory | Fair | 140 | 67.0 |
| March 2015 | Fair | Satisfactory | Satisfactory | Fair | 140 | 49.2 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 288 | 0 | 288 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 953 | 873 | 80 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 44 | 26 | 10 | 8 | 0 |
| Reinforced Concrete Abutment | linear ft. | 83 | 37 | 46 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 94 | 0 | 34 | 60 | 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/1687363
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1687363