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ROCK CRK RD over ROCK CREEK
Map
Coordinates:
+36.67056, -84.66917
36°40'14" N, 84°40'09" W
+36.67056, -84.66917
36°40'14" N, 84°40'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ROCK CRK RD over ROCK CREEK |
| Structure number: | 074C00024N |
| Location: | 0.15 MI EAST OF JCT 1363 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 57.1 ft. [17.4 m] |
| Total length: | 60.4 ft. [18.4 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 84.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Good | Good | Satisfactory | 40 | 84.3 |
| May 2016 | Fair | Good | Good | Satisfactory | 40 | 84.3 |
| May 2014 | Fair | Good | Good | Satisfactory | 384 | 80.3 |
| May 2012 | Fair | Good | Very Good | Satisfactory | 384 | 80.3 |
| May 2010 | Good | Good | Very Good | Good | 384 | 80.3 |
| May 2008 | Good | Good | Very Good | Good | 384 | 80.3 |
| May 2006 | Good | Very Good | Very Good | Good | 384 | 80.3 |
| June 2004 | Good | Very Good | Very Good | Good | 384 | 80.3 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 121 | 121 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,052 | 1,052 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 73 | 10 | 63 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 28 | 18 | 10 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 34 | 0 | 24 | 10 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 121 | 103 | 18 | 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/1216101
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216101