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LIONS DEN ROAD over DISMAL CREEK
Map
Coordinates:
+37.21000, -80.86000
37°12'36" N, 80°51'36" W
+37.21000, -80.86000
37°12'36" N, 80°51'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LIONS DEN ROAD over DISMAL CREEK |
| Structure number: | 080811000003194 |
| Location: | 2.4 MI. N-E ST RTE 671 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Skew angle: | 14° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1988 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Other [9] |
Latest Available Inspection: August 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5 [as of 1997] |
| Deck condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $8,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2016 | Good | Good | - | Good | 5 | 77.9 |
| August 2014 | Good | Good | Good | Good | 5 | 77.7 |
| August 2012 | Good | Good | Good | Good | 5 | 76.7 |
| August 2010 | Good | Very Good | Very Good | Very Good | 5 | 78.7 |
| August 2008 | Good | Very Good | Very Good | Very Good | 5 | 78.7 |
| July 2004 | Good | Very Good | Very Good | Very Good | 5 | 79.9 |
| May 2002 | Good | Very Good | Very Good | Very Good | 5 | 79.9 |
© 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/1585463
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585463