BRADSHAW RD over BACK CREEK
Map
Coordinates:
+37.70778, -84.4802837°42'28" N, 84°28'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRADSHAW RD over BACK CREEK |
Structure number: | 040C00008N |
Location: | 100 FT E TEATERSVILLE RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 8.5 ft. [2.6 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 8 |
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: | 30 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 47.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $121,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Satisfactory | 30 | 47.5 |
February 2016 | Fair | Fair | Fair | Fair | 94 | 44.1 |
November 2013 | Fair | Fair | Fair | Fair | 94 | 44.1 |
November 2011 | Fair | Fair | Fair | Fair | 94 | 44.1 |
November 2009 | Fair | Fair | Fair | Fair | 94 | 44.1 |
October 2007 | Poor | Fair | Fair | Poor | 96 | 18.1 |
November 2005 | Poor | Fair | Fair | Poor | 60 | 20.5 |
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. | 84 | 72 | 12 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 24 | 18 | 6 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 984 | 0 | 654 | 330 | 0 |