W.COURTHOUSE RD. over LITTLE NOTTOWAY RIVER
Map
Coordinates:
+37.11936, -78.0811237°07'10" N, 78°04'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W.COURTHOUSE RD. over LITTLE NOTTOWAY RIVER |
Structure number: | 000000000012875 |
Location: | .96 FR 655 & .69 TO 460 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 171.3 ft. [52.2 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 570 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | 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 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: | 67.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $610,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Fair | Fair | 570 | 67.1 |
June 2015 | Fair | Satisfactory | Fair | Fair | 570 | 67.1 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 646 | 67.0 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 646 | 56.2 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 646 | 56.2 |
June 2007 | Fair | Good | Satisfactory | Fair | 700 | 58.1 |
June 2005 | Fair | Good | Satisfactory | Fair | 678 | 58.2 |
June 2003 | Fair | Good | Satisfactory | Fair | 644 | 58.2 |
June 2001 | Fair | Good | Satisfactory | Fair | 534 | 56.3 |
June 2000 | Fair | Good | Satisfactory | Fair | 1507 | 51.5 |
June 1999 | Fair | Good | Good | Fair | 1507 | 51.5 |
June 1998 | Fair | Satisfactory | Satisfactory | Fair | 1465 | 51.6 |
July 1997 | Fair | Satisfactory | Satisfactory | Fair | 1465 | 51.6 |
June 1996 | Fair | Satisfactory | Satisfactory | Fair | 522 | 56.3 |
June 1995 | Fair | Satisfactory | Good | Fair | 522 | 54.8 |
June 1994 | Fair | Satisfactory | Very Good | Fair | 522 | 54.8 |
June 1993 | Good | Good | Very Good | Good | 226 | 70.2 |
June 1992 | Good | Good | Very Good | Good | 350 | 65.1 |
May 1991 | Good | Good | Very Good | Good | 281 | 65.2 |