FOREST ROAD over PEDLAR RIVER
Map
Coordinates:
+37.69552, -79.2773237°41'44" N, 79°16'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOREST ROAD over PEDLAR RIVER |
Structure number: | 080805000003189 |
Location: | INTERSECTION FDR 38 & 39 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.3 ft. [13.2 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | U.S. Forest Service [64] |
Year built: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 1998] |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 50 | 75.6 |
August 2016 | Good | Good | Good | Good | 50 | 76.6 |
January 2015 | Good | Good | Good | Good | 50 | 79.6 |
June 2014 | Good | Very Good | Very Good | Good | 50 | 75.6 |
July 2012 | Good | Very Good | Very Good | Very Good | 50 | 74.6 |
May 2010 | Good | Very Good | Very Good | Very Good | 50 | 74.6 |
July 2008 | Good | Very Good | Very Good | Very Good | 50 | 74.6 |
June 2004 | Good | Very Good | Very Good | Very Good | 50 | 81.0 |
May 2002 | Good | Very Good | Very Good | Very Good | 50 | 77.4 |