NH119 over CONNECTICUT RIVER
Map
Coordinates:
+42.85182, -72.5553542°51'07" N, 72°33'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NH119 over CONNECTICUT RIVER |
Structure number: | 012500410004000 |
Location: | AT VERMONT STATE LINE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 324.2 ft. [98.8 m] |
Total length: | 338.9 ft. [103.3 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Vertical clearance above deck: | 11.5 ft. [3.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1920 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,492 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 27.8 |
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 2018 | Poor | Good | Poor | Satisfactory | 8492 | 27.8 |
June 2016 | Fair | Good | Fair | Satisfactory | 8100 | 43.8 |
July 2015 | Fair | Good | Fair | Satisfactory | 8100 | 43.8 |
August 2014 | Fair | Good | Fair | Satisfactory | 8100 | 43.8 |
March 2013 | Fair | Good | Fair | Satisfactory | 9700 | 44.1 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 9700 | 49.1 |
September 2011 | Fair | Good | Satisfactory | Satisfactory | 9700 | 49.1 |
July 2010 | Fair | Good | Satisfactory | Satisfactory | 7100 | 31.5 |
April 2008 | Fair | Good | Satisfactory | Satisfactory | 7900 | 31.5 |
October 2006 | Fair | Very Good | Satisfactory | Satisfactory | 7900 | 31.5 |
November 2004 | Fair | Very Good | Satisfactory | Satisfactory | 10000 | 31.5 |
November 2001 | Fair | Fair | Satisfactory | Good | 8400 | 30.5 |
April 1999 | Fair | Fair | Satisfactory | Good | 8400 | 30.5 |
November 1998 | Fair | Fair | Satisfactory | Good | 8400 | 30.5 |
July 1997 | Fair | Satisfactory | Satisfactory | Good | 8400 | 31.5 |
September 1995 | Fair | Satisfactory | Satisfactory | Good | 8400 | 47.6 |
November 1993 | Fair | Satisfactory | Satisfactory | Good | 6700 | 47.6 |
July 1992 | Fair | Satisfactory | Good | Good | 6500 | 47.6 |
May 1990 | Good | Very Good | Very Good | Good | 6100 | 47.6 |