Share: 
MEANS RD over CHURNTOP BRANCH
Map
Coordinates:
+36.66222, -85.13528
36°39'44" N, 85°08'07" W
+36.66222, -85.13528
36°39'44" N, 85°08'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MEANS RD over CHURNTOP BRANCH |
| Structure number: | 027C00005N |
| Location: | 150' W OF JCT CR 5145 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 97 [as of 2010] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 64.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Fair | Fair | Satisfactory | 97 | 64.0 |
| May 2016 | Fair | Fair | Fair | Satisfactory | 97 | 64.0 |
| March 2014 | Fair | Fair | Fair | Satisfactory | 97 | 57.5 |
| March 2012 | Fair | Fair | Fair | Good | 97 | 57.5 |
| March 2010 | Fair | Fair | Fair | Good | 48 | 57.5 |
| March 2008 | Fair | Fair | Fair | Good | 48 | 57.5 |
| March 2006 | Fair | Fair | Fair | Good | 30 | 57.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 60 | 60 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 180 | 180 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 180 | 180 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 16 | 4 | 8 | 4 | 0 |
| Reinforced Concrete Abutment | linear ft. | 54 | 40 | 14 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 56 | 0 | 56 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 280 | 0 | 280 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 480 | 377 | 43 | 60 | 0 |
| Wearing Surfaces | sq. ft. | 480 | 480 | 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/1209819
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209819