Fairlea Road over Marrowbone Creek
Map
Coordinates:
+37.25534, -78.3076837°15'19" N, 78°18'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Fairlea Road over Marrowbone Creek |
Structure number: | 000000000013923 |
Location: | 1.15-Rt.600 / 0.42-Rt.613 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 196.9 ft. [60.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 313 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 87.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 313 | 87.8 |
October 2015 | Good | Good | Good | Good | 313 | 89.8 |
October 2013 | Good | Good | Good | Good | 278 | 89.8 |
October 2011 | Good | Good | Good | Good | 278 | 89.8 |
October 2009 | Good | Good | Very Good | Good | 278 | 87.8 |
October 2007 | Good | Good | Very Good | Good | 339 | 87.8 |
October 2005 | Good | Good | Very Good | Good | 339 | 89.8 |
October 2003 | Good | Good | Very Good | Good | 339 | 89.8 |
October 2001 | Good | Good | Very Good | Good | 170 | 94.4 |
October 1999 | Good | Good | Very Good | Good | 170 | 89.4 |
October 1997 | Good | Very Good | Very Good | Very Good | 170 | 89.4 |
February 1996 | Good | Very Good | Very Good | Very Good | 170 | 88.9 |
November 1993 | Good | Excellent | Excellent | Excellent | 170 | 89.0 |