BLUFF POINT RD. over HENRY & BARNES CREEK
Map
Coordinates:
+37.69503, -76.3195437°41'42" N, 76°19'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLUFF POINT RD. over HENRY & BARNES CREEK |
Structure number: | 000000000012788 |
Location: | 0.4M RTE676-0.1M END MAIN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 104.0 ft. [31.7 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | Wood or Timber [8] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 140 [as of 2014] |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 140 | 85.1 |
May 2015 | Good | Good | Good | Good | 140 | 85.1 |
May 2013 | Good | Good | Good | Good | 124 | 85.3 |
May 2011 | Good | Good | Good | Good | 124 | 85.3 |
May 2009 | Fair | Fair | Good | Good | 124 | 84.3 |
May 2007 | Fair | Fair | Good | Good | 124 | 84.3 |
May 2005 | Fair | Fair | Good | Good | 124 | 84.3 |
May 2003 | Fair | Fair | Good | Good | 124 | 84.3 |
May 2001 | Fair | Satisfactory | Good | Good | 168 | 85.8 |
July 1999 | Fair | Satisfactory | Good | Good | 168 | 84.8 |
May 1997 | Fair | Satisfactory | Good | Good | 168 | 87.4 |
April 1995 | Fair | Satisfactory | Very Good | Very Good | 168 | 88.2 |
May 1993 | Good | Very Good | Very Good | Very Good | 168 | 88.2 |
May 1991 | Good | Very Good | Very Good | Very Good | 168 | 88.2 |