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CRANE FORK ROAD over RIGHT FORK COW CREEK
Map
Coordinates:
+37.42111, -83.59083
37°25'16" N, 83°35'27" W
+37.42111, -83.59083
37°25'16" N, 83°35'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CRANE FORK ROAD over RIGHT FORK COW CREEK |
| Structure number: | 095C00024N |
| Location: | .1 MI S JCT KY 28 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| 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: | 75 [as of 2014] |
| Truck traffic: | 11% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 89.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 75 | 89.4 |
| March 2016 | Good | Good | Good | Good | 75 | 89.4 |
| March 2014 | Good | Good | Good | Good | 75 | 89.4 |
| March 2012 | Fair | Good | Good | Satisfactory | 75 | 89.4 |
| March 2010 | Fair | Good | Good | Satisfactory | 75 | 89.4 |
| March 2008 | Good | Very Good | Very Good | Good | 75 | 89.4 |
| March 2006 | Good | Very Good | Very Good | Good | 75 | 89.4 |
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. | 276 | 276 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,100 | 1,100 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 57 | 55 | 2 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 180 | 180 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 900 | 900 | 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/1218181
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218181