Snidow St./1404 over LittleStoneyCr@Pembroke
Map
Coordinates:
+37.31933, -80.6409137°19'10" N, 80°38'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Snidow St./1404 over LittleStoneyCr@Pembroke |
Structure number: | 000000000008521 |
Location: | 0.05-Rte747; 0.10-Rte 623 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.2 ft. [14.7 m] |
Total length: | 52.8 ft. [16.1 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 429 [as of 2014] |
Deck condition: | Poor [4 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,653,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Poor | Fair | Fair | 429 | 71.7 |
June 2017 | Poor | Poor | Fair | Fair | 429 | 71.7 |
June 2016 | Poor | Poor | Fair | Fair | 429 | 71.7 |
June 2015 | Poor | Poor | Fair | Fair | 429 | 71.7 |
June 2014 | Poor | Poor | Fair | Fair | 466 | 71.7 |
June 2013 | Poor | Poor | Fair | Fair | 466 | 57.3 |
June 2012 | Poor | Poor | Fair | Fair | 466 | 57.3 |
June 2011 | Poor | Poor | Fair | Fair | 466 | 57.3 |
June 2010 | Poor | Poor | Fair | Fair | 466 | 57.3 |
June 2009 | Poor | Poor | Fair | Fair | 466 | 57.3 |
June 2008 | Poor | Poor | Fair | Fair | 466 | 69.8 |
June 2007 | Poor | Poor | Fair | Fair | 466 | 69.8 |
June 2006 | Poor | Poor | Fair | Fair | 656 | 69.8 |
June 2005 | Poor | Poor | Fair | Fair | 656 | 69.8 |
July 2004 | Poor | Poor | Fair | Fair | 656 | 66.8 |
June 2003 | Poor | Poor | Fair | Fair | 656 | 66.8 |
July 2002 | Poor | Poor | Fair | Fair | 656 | 66.8 |
June 2001 | Poor | Poor | Fair | Fair | 656 | 66.8 |
June 2000 | Poor | Poor | Fair | Fair | 656 | 66.8 |
August 1998 | Fair | Fair | Fair | Fair | 656 | 67.1 |
July 1996 | Fair | Fair | Satisfactory | Satisfactory | 656 | 77.1 |
July 1994 | Fair | Satisfactory | Good | Satisfactory | 656 | 78.2 |
July 1992 | Fair | Fair | Very Good | Fair | 656 | 84.3 |
July 1990 | Fair | Fair | Satisfactory | Fair | 656 | 84.3 |