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CRAWFORD HOLLOW RD over HUNGRY NECK BRANCH
Map
Coordinates:
+37.57083, -84.93556
37°34'15" N, 84°56'08" W
+37.57083, -84.93556
37°34'15" N, 84°56'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CRAWFORD HOLLOW RD over HUNGRY NECK BRANCH |
| Structure number: | 011C00074N |
| Location: | 0.95 MILES E JCT KY 1108 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.3 ft. [6.5 m] |
| Total length: | 21.3 ft. [6.5 m] |
| Roadway width between curbs: | 18.4 ft. [5.6 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 97 [as of 2013] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Superior to present desirable criteria [9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 65.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Good | 7 out of 10 | 97 | 65.9 |
| September 2016 | Good | 8 out of 10 | 97 | 67.9 |
| August 2015 | Good | 8 out of 10 | 97 | 67.9 |
| September 2014 | Good | 8 out of 10 | 97 | 67.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 31 | 29 | 1 | 1 | 0 |
| Wearing Surfaces | sq. ft. | 393 | 211 | 118 | 0 | 64 |
© 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/1671872
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1671872