VT 00105 ML over NULHEGAN RIVER
Map
Coordinates:
+44.77905, -71.6762444°46'45" N, 71°40'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VT 00105 ML over NULHEGAN RIVER |
Structure number: | 200034009605032 |
Location: | 3.4 MI W JCT. VT.102 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Skew angle: | 24° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 930 [as of 2008] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Good | 930 | 97.5 |
July 2015 | Good | Very Good | Very Good | Good | 930 | 97.5 |
July 2013 | Good | Very Good | Very Good | Good | 930 | 97.5 |
May 2011 | Good | Very Good | Very Good | Good | 930 | 97.5 |
May 2009 | Good | Very Good | Very Good | Good | 930 | 97.5 |
December 2007 | Good | Very Good | Very Good | Very Good | 990 | 97.4 |
May 2005 | Good | Very Good | Very Good | Very Good | 990 | 89.5 |
May 2003 | Good | Very Good | Very Good | Good | 990 | 89.5 |
June 2001 | Good | Very Good | Very Good | Good | 990 | 89.5 |
May 1999 | Good | Very Good | Very Good | Very Good | 990 | 97.4 |
June 1997 | Good | Very Good | Very Good | Very Good | 630 | 97.5 |
October 1995 | Good | Very Good | Very Good | Very Good | 660 | 97.4 |
October 1993 | Good | Very Good | Very Good | Very Good | 1340 | 95.0 |
October 1992 | Good | Very Good | Very Good | Very Good | 1490 | 94.5 |
June 1991 | Poor | Critical | Poor | Fair | 940 | 35.5 |