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DRY BRANCH ROAD over PAINT LICK CREEK
Map
Coordinates:
+37.70806, -84.48111
37°42'29" N, 84°28'52" W
+37.70806, -84.48111
37°42'29" N, 84°28'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DRY BRANCH ROAD over PAINT LICK CREEK |
| Structure number: | 040C00065N |
| Location: | SOUTH OF MADISON CO. LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 119.1 ft. [36.3 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 6 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 94 [as of 2013] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 70.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Good | Satisfactory | Good | 94 | 70.1 |
| February 2016 | Good | Good | Good | Good | 94 | 70.1 |
| November 2013 | Good | Good | Good | Good | 94 | 72.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 105 | 99 | 6 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 64 | 56 | 2 | 6 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 135 | 130 | 5 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 2,538 | 2,264 | 260 | 14 | 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/1650965
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650965