Little Cuba Rd 616 over Craig Creek
Map
Coordinates:
+37.50187, -80.1048337°30'07" N, 80°06'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Little Cuba Rd 616 over Craig Creek |
Structure number: | 000000000005506 |
Location: | 0.25-RT 1003; 0.89-RT 690 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 173.2 ft. [52.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: | Other [9] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 376 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 83.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,699,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 376 | 83.8 |
June 2016 | Fair | Good | Good | Satisfactory | 376 | 83.8 |
June 2014 | Fair | Good | Good | Satisfactory | 427 | 83.2 |
June 2012 | Good | Good | Good | Good | 427 | 83.2 |
June 2010 | Good | Good | Good | Good | 427 | 83.2 |
July 2008 | Good | Good | Good | Good | 427 | 85.2 |
June 2006 | Good | Very Good | Very Good | Very Good | 427 | 85.2 |
June 2004 | Good | Very Good | Very Good | Very Good | 400 | 83.5 |
July 2002 | Good | Very Good | Very Good | Very Good | 400 | 92.5 |
June 2000 | Good | Very Good | Very Good | Very Good | 376 | 92.5 |
June 1998 | Fair | Satisfactory | Very Good | Very Good | 376 | 92.5 |
June 1996 | Good | Good | Very Good | Very Good | 376 | 92.5 |
June 1994 | Good | Very Good | Very Good | Very Good | 376 | 92.0 |
May 1992 | Good | Very Good | Very Good | Very Good | 318 | 92.0 |
April 1990 | Good | Very Good | Very Good | Very Good | 318 | 92.0 |