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Ky-743 over Sulphur Branch
Map
Coordinates:
+37.11917, -86.24056
37°07'09" N, 86°14'26" W
+37.11917, -86.24056
37°07'09" N, 86°14'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Ky-743 over Sulphur Branch |
| Structure number: | 031B00038N |
| Location: | 0.39 Mi S of Jct W/Ky 101 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 45.9 ft. [14.0 m] |
| Total length: | 49.5 ft. [15.1 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,033 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Very Good | Very Good | Good | 2033 | 97.3 |
| June 2016 | Good | Very Good | Very Good | Very Good | 1889 | 98.4 |
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 Closed Web/Box Girder | linear ft. | 198 | 198 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,732 | 1,732 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 182 | 171 | 11 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 99 | 99 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 495 | 495 | 0 | 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/1703982
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1703982