PINE HILL RD. over PINE HILL CREEK
Map
Coordinates:
+38.25254, -77.0994538°15'09" N, 77°05'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PINE HILL RD. over PINE HILL CREEK |
Structure number: | 000000000010570 |
Location: | 0.7M RTE629-0.8M RTE205 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 424 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 77.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $8,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Fair | Satisfactory | 424 | 77.5 |
December 2016 | Fair | Good | Fair | Satisfactory | 424 | 78.5 |
December 2014 | Fair | Good | Fair | Satisfactory | 373 | 78.6 |
December 2012 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
December 2010 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
December 2008 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
December 2006 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
December 2004 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
January 2003 | Fair | Good | Fair | Satisfactory | 373 | 81.8 |
December 2001 | Fair | Good | Fair | Fair | 297 | 81.8 |
December 1999 | Fair | Excellent | Fair | Fair | 297 | 81.8 |
December 1998 | Poor | Fair | Fair | Poor | 297 | 64.8 |
December 1997 | Poor | Fair | Fair | Poor | 297 | 64.8 |
March 1996 | Poor | Fair | Fair | Poor | 297 | 64.8 |
December 1993 | Fair | Satisfactory | Very Good | Fair | 204 | 66.8 |
January 1992 | Fair | Satisfactory | Very Good | Fair | 396 | 66.7 |