ROCKY FORD ROAD over FLAT CREEK
Map
Coordinates:
+37.38054, -78.0641037°22'50" N, 78°03'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROCKY FORD ROAD over FLAT CREEK |
Structure number: | 000000000001276 |
Location: | 0.37 Fr 681 & 3.85 To 616 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 128.3 ft. [39.1 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 703 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 69.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $751,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Satisfactory | 703 | 69.0 |
October 2015 | Fair | Good | Satisfactory | Satisfactory | 703 | 65.8 |
October 2013 | Fair | Good | Satisfactory | Fair | 641 | 55.8 |
January 2012 | Fair | Good | Satisfactory | Satisfactory | 641 | 66.9 |
November 2009 | Fair | Good | Satisfactory | Satisfactory | 641 | 65.9 |
November 2007 | Fair | Good | Satisfactory | Satisfactory | 641 | 67.9 |
November 2005 | Fair | Good | Satisfactory | Satisfactory | 623 | 67.9 |
November 2004 | Fair | Good | Satisfactory | Satisfactory | 623 | 41.3 |
October 2003 | Fair | Good | Good | Satisfactory | 623 | 41.3 |
October 2002 | Fair | Good | Good | Satisfactory | 623 | 41.3 |
October 2001 | Fair | Good | Good | Satisfactory | 623 | 41.3 |
October 2000 | Fair | Good | Good | Satisfactory | 512 | 41.4 |
January 2000 | Fair | Good | Good | Satisfactory | 512 | 41.4 |
October 1998 | Fair | Good | Very Good | Satisfactory | 512 | 41.4 |
October 1997 | Good | Good | Very Good | Good | 512 | 41.4 |
October 1996 | Good | Good | Good | Good | 431 | 41.6 |
October 1995 | Good | Good | Good | Good | 431 | 41.6 |
October 1994 | Good | Good | Good | Good | 431 | 41.6 |
October 1993 | Good | Very Good | Very Good | Very Good | 431 | 41.6 |
October 1992 | Good | Very Good | Very Good | Very Good | 320 | 67.3 |
October 1991 | Good | Very Good | Very Good | Very Good | 320 | 67.3 |