FARNHAM CREEK RD. over FARNHAM CREEK
Map
Coordinates:
+37.84762, -76.6588637°50'51" N, 76°39'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FARNHAM CREEK RD. over FARNHAM CREEK |
Structure number: | 000000000014786 |
Location: | 2.2M RTE647-0.8M RTE613 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 169 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 169 | 91.4 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 169 | 91.4 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 196 | 91.4 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 196 | 91.4 |
April 2009 | Fair | Satisfactory | Good | Satisfactory | 196 | 91.4 |
April 2007 | Fair | Satisfactory | Good | Satisfactory | 258 | 86.8 |
April 2005 | Fair | Satisfactory | Good | Satisfactory | 250 | 91.3 |
April 2003 | Good | Good | Good | Good | 216 | 91.4 |
April 2001 | Good | Good | Good | Good | 182 | 91.4 |
June 1999 | Good | Good | Good | Good | 267 | 86.8 |
April 1997 | Good | Good | Good | Good | 260 | 86.8 |
March 1995 | Good | Good | Good | Good | 410 | 84.7 |
April 1993 | Good | Good | Good | Good | 264 | 85.8 |
April 1991 | Good | Good | Good | Good | 222 | 91.9 |