BARNET ROAD over CONNECTICUT RIVER
Map
Coordinates:
+44.28702, -72.0571044°17'13" N, 72°03'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BARNET ROAD over CONNECTICUT RIVER |
Structure number: | 017401100012500 |
Location: | VERMONT STATE LINE |
Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 261.2 ft. [79.6 m] |
Total length: | 389.1 ft. [118.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Closed Grating [4] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2012] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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] |
Underclearances appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,142,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Good | 1000 | 74.2 |
July 2015 | Fair | Good | Satisfactory | Good | 1000 | 78.3 |
July 2013 | Fair | Very Good | Satisfactory | Good | 1000 | 78.3 |
November 2011 | Fair | Very Good | Satisfactory | Good | 1300 | 59.9 |
June 2009 | Fair | Very Good | Satisfactory | Good | 900 | 60.1 |
May 2007 | Fair | Very Good | Satisfactory | Good | 970 | 60.1 |
September 2003 | Fair | Very Good | Satisfactory | Good | 810 | 61.1 |
November 2001 | Fair | Very Good | Satisfactory | Good | 720 | 68.7 |
August 1999 | Fair | Fair | Fair | Fair | 720 | 42.5 |
September 1997 | Fair | Fair | Fair | Fair | 720 | 42.5 |
April 1995 | Fair | Fair | Fair | Fair | 720 | 49.0 |
June 1993 | Fair | Fair | Fair | Fair | 800 | 44.1 |
July 1991 | Fair | Fair | Fair | Fair | 800 | 44.1 |