ROCKSYLVANIA over ROCK RUN
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+42.86944, -93.4333342°52'10" N, 93°25'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROCKSYLVANIA over ROCK RUN |
Structure number: | 000000000503470 |
Location: | 000000000 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 170.0 ft. [51.8 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1920 |
Year reconstructed: | 1965 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Masonry [8] |
Main span design: | Other [00] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2012
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,820 [as of 2005] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 23.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2012 | Poor | Fair | Poor | Critical | 3820 | 23.0 |
May 2010 | Poor | Fair | Critical | Critical | 3820 | 23.0 |
May 2008 | Poor | Fair | Critical | Critical | 3820 | 23.0 |
May 2006 | Poor | Fair | Critical | Critical | 3820 | 23.0 |
July 2004 | Poor | Fair | Critical | Critical | 4500 | 23.0 |
July 2002 | Poor | Fair | Critical | Critical | 4500 | 23.0 |
July 2000 | Poor | Fair | Critical | Critical | 4500 | 23.0 |
September 1998 | Poor | Satisfactory | Critical | Critical | 4500 | 24.0 |
July 1996 | Poor | Satisfactory | Critical | Critical | 4500 | 24.0 |
August 1994 | Poor | Satisfactory | Critical | Critical | 4500 | 24.0 |
April 1992 | Poor | Satisfactory | Poor | Serious | 4704 | 24.0 |
June 1990 | Poor | Satisfactory | Poor | Satisfactory | 4704 | 29.3 |