COUNTY RT 30 over EAST RIVER
Map
Coordinates:
+37.34854, -80.8861337°20'55" N, 80°53'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RT 30 over EAST RIVER |
Structure number: | 00000000028A091 |
Location: | 0.14 MI. NORTH OF CR 30/1 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 47 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 58.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $600,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 47 | 58.1 |
June 2016 | Poor | Good | Poor | Fair | 55 | 49.0 |
May 2014 | Poor | Good | Poor | Fair | 50 | 46.7 |
May 2013 | Fair | Good | Fair | Fair | 50 | 54.7 |
May 2012 | Fair | Good | Fair | Fair | 50 | 54.7 |
May 2011 | Fair | Good | Fair | Fair | 50 | 54.7 |
May 2010 | Fair | Fair | Fair | Fair | 700 | 54.5 |
May 2008 | Fair | Good | Fair | Fair | 50 | 62.0 |
May 2006 | Fair | Good | Fair | Fair | 50 | 62.0 |
May 2004 | Fair | Very Good | Fair | Fair | 50 | 62.0 |
May 2002 | Fair | Very Good | Fair | Satisfactory | 50 | 58.9 |
May 2000 | Fair | Very Good | Fair | Satisfactory | 50 | 58.9 |
May 1998 | Fair | Very Good | Fair | Satisfactory | 50 | 58.9 |
May 1996 | Fair | Very Good | Satisfactory | Good | 50 | 73.0 |
May 1994 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 73.0 |
May 1992 | Poor | Very Good | Poor | Poor | 50 | 22.4 |
August 1990 | Poor | Satisfactory | Serious | Serious | 50 | 21.7 |