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FOREST ROAD over PEDLAR RIVER
Map
Coordinates:
+37.74973, -79.26455
37°44'59" N, 79°15'52" W
+37.74973, -79.26455
37°44'59" N, 79°15'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FOREST ROAD over PEDLAR RIVER |
| Structure number: | 080805000003192 |
| Location: | BETWEEN SR 605 AND PARKWA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 66.6 ft. [20.3 m] |
| Total length: | 68.9 ft. [21.0 m] |
| Roadway width between curbs: | 13.1 ft. [4.0 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1927 |
| Year reconstructed: | 1986 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 75 [as of 1998] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 30.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,280,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Fair | Satisfactory | 75 | 30.8 |
| August 2016 | Fair | Satisfactory | Fair | Satisfactory | 75 | 20.3 |
| January 2015 | Fair | Satisfactory | Fair | Satisfactory | 75 | 20.3 |
| August 2012 | Fair | Satisfactory | Fair | Satisfactory | 75 | 44.8 |
| July 2010 | Fair | Satisfactory | Fair | Satisfactory | 75 | 44.8 |
| July 2008 | Fair | Satisfactory | Fair | Satisfactory | 75 | 44.8 |
| July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 61.8 |
| May 2002 | Good | Good | Good | Good | 75 | 52.7 |
© 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/1585460
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585460