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NFA A015 over LAUREL CREEK
Map
Coordinates:
+35.75083, -85.56467
35°45'03" N, 85°33'53" W
+35.75083, -85.56467
35°45'03" N, 85°33'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A015 over LAUREL CREEK |
| Structure number: | 880A0150001 |
| Location: | 1MI FROM SR 30 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 71.9 ft. [21.9 m] |
| Total length: | 71.9 ft. [21.9 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1921 |
| Year reconstructed: | 1983 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 180 [as of 2019] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 85.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Good | Satisfactory | Good | 180 | 85.3 |
| October 2016 | Fair | Good | Satisfactory | Good | 180 | 85.3 |
| February 2015 | Fair | Good | Satisfactory | Good | 180 | 86.3 |
| February 2013 | Good | Good | Good | Good | 180 | 86.3 |
| February 2011 | Good | Good | Good | Good | 180 | 86.3 |
| February 2009 | Good | Good | Good | Good | 180 | 86.3 |
| January 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 87.3 |
| November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 87.3 |
| November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 87.3 |
| October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 87.3 |
| October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 89.3 |
| January 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 89.4 |
| August 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 89.4 |
| September 1992 | Fair | Fair | Fair | Satisfactory | 60 | 77.4 |
| September 1990 | Fair | Fair | Fair | Satisfactory | 60 | 77.4 |
© 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/1514437
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1514437