TOWN BRIDGE ROAD over FARMINGTON RIVER
Map
Coordinates:
+41.82469, -72.9280941°49'29" N, 72°55'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWN BRIDGE ROAD over FARMINGTON RIVER |
Structure number: | 05222 |
Location: | 0.1 MI WEST OF ROUTE 179 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 160.1 ft. [48.8 m] |
Total length: | 171.9 ft. [52.4 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 12.5 ft. [3.8 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1895 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 220 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 14.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $4,905,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Satisfactory | Serious | Satisfactory | 220 | 14.3 |
September 2017 | Poor | Satisfactory | Serious | Satisfactory | 218 | 14.3 |
September 2016 | Poor | Good | Serious | Satisfactory | 216 | 14.3 |
December 2015 | Poor | Good | Serious | Satisfactory | 212 | 14.3 |
August 2014 | Poor | Good | Serious | Satisfactory | 212 | 14.3 |
October 2013 | Poor | Good | Serious | Satisfactory | 210 | 14.3 |
August 2012 | Poor | Good | Serious | Satisfactory | 206 | 14.4 |
December 2011 | Poor | Good | Serious | Satisfactory | 206 | 14.4 |
June 2010 | Poor | Good | Serious | Satisfactory | 200 | 14.4 |
July 2008 | Poor | Good | Serious | Satisfactory | 200 | 14.4 |
June 2006 | Fair | Good | Fair | Satisfactory | 200 | 24.0 |
April 2004 | Fair | Good | Fair | Satisfactory | 50 | 24.1 |
April 2002 | Fair | Good | Fair | Satisfactory | 50 | 24.1 |
April 2000 | Fair | Good | Fair | Satisfactory | 50 | 24.1 |
April 1998 | Fair | Good | Satisfactory | Satisfactory | 50 | 47.8 |
March 1996 | Fair | Good | Satisfactory | Satisfactory | 50 | 47.8 |
April 1994 | Fair | Very Good | Satisfactory | Good | 50 | 47.8 |
March 1992 | Fair | Very Good | Satisfactory | Good | 50 | 47.8 |
April 1990 | Fair | Very Good | Fair | Satisfactory | 50 | 42.8 |