Goldmine Road over Goldmine Creek
Map
Coordinates:
+38.09609, -77.9622838°05'46" N, 77°57'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Goldmine Road over Goldmine Creek |
Structure number: | 000000000011477 |
Location: | 1.50 From 621 &.70 To 628 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 800 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 90.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 800 | 90.0 |
November 2015 | Good | Good | Good | Good | 800 | 90.0 |
November 2013 | Good | Good | Good | Good | 675 | 96.4 |
November 2011 | Good | Good | Good | Good | 675 | 97.4 |
November 2009 | Good | Very Good | Very Good | Good | 675 | 97.4 |
November 2007 | Good | Very Good | Very Good | Good | 841 | 91.0 |
November 2005 | Good | Very Good | Very Good | Very Good | 786 | 88.0 |
December 2003 | Good | Excellent | Excellent | Excellent | 627 | 97.5 |
November 2002 | Poor | Very Good | Poor | Good | 603 | 22.4 |
November 2001 | Fair | Very Good | Fair | Good | 1059 | 38.4 |
November 2000 | Fair | Very Good | Fair | Good | 841 | 39.0 |
March 2000 | Fair | Good | Fair | Good | 841 | 39.0 |
March 1999 | Fair | Good | Fair | Good | 818 | 39.0 |
March 1998 | Fair | Good | Fair | Good | 818 | 39.0 |
March 1996 | Fair | Good | Fair | Good | 497 | 39.9 |
April 1994 | Fair | Very Good | Fair | Good | 490 | 40.0 |
March 1993 | Fair | Good | Fair | Good | 490 | 40.0 |
March 1992 | Fair | Good | Fair | Good | 438 | 40.1 |