SMITH ROAD over VAUGHN STREAM
Map
Coordinates:
+44.27633, -69.8106244°16'35" N, 69°48'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SMITH ROAD over VAUGHN STREAM |
Structure number: | 0557 |
Location: | 300' N OF LITCHFIELD RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,033 [as of 2016] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2017 | Fair | 6 out of 10 | 1033 | 95.5 |
November 2015 | Fair | 6 out of 10 | 970 | 97.3 |
June 2014 | Fair | 6 out of 10 | 874 | 98.8 |
December 2013 | Fair | 6 out of 10 | 871 | 98.8 |
January 2012 | Fair | 6 out of 10 | 880 | 98.8 |
December 2009 | Fair | 6 out of 10 | 915 | 98.8 |
January 2009 | Fair | 6 out of 10 | 933 | 89.5 |
February 2007 | Fair | 6 out of 10 | 950 | 89.5 |
October 2004 | Fair | 6 out of 10 | 750 | 73.5 |
February 2003 | Fair | 6 out of 10 | 672 | 73.6 |
September 2000 | Fair | 6 out of 10 | 655 | 73.6 |
July 1998 | Fair | 6 out of 10 | 638 | 73.6 |
May 1996 | Fair | 6 out of 10 | 612 | 73.6 |
January 1994 | Good | 7 out of 10 | 593 | 73.6 |
July 1992 | Good | 7 out of 10 | 569 | 73.6 |
June 1990 | Good | 7 out of 10 | 579 | 82.4 |