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Hacker Br. CR-1136 over South Fork KY River
Map
Coordinates:
+37.37417, -83.67083
37°22'27" N, 83°40'15" W
+37.37417, -83.67083
37°22'27" N, 83°40'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Hacker Br. CR-1136 over South Fork KY River |
| Structure number: | 095C00038N |
| Location: | 0.5 MI E of KY 11 MP 2.9 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 50.2 ft. [15.3 m] |
| Total length: | 150.9 ft. [46.0 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans 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: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2012] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Excellent [9 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 76.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Excellent | Excellent | Excellent | 20 | 76.1 |
| January 2017 | Good | Excellent | Excellent | Excellent | 20 | 76.1 |
| August 2015 | Good | Excellent | Excellent | Excellent | 20 | 76.1 |
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 | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 603 | 579 | 24 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,416 | 2,416 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 31 | 31 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 33 | 33 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 302 | 272 | 0 | 30 | 0 |
| Steel Protective Coating | sq. ft. | 1,510 | 1,510 | 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/1687297
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1687297