C3022 over BATTEN KILL RIVER
Map
Coordinates:
+43.08991, -73.1988843°05'24" N, 73°11'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C3022 over BATTEN KILL RIVER |
Structure number: | 100201001702011 |
Location: | 0.2 MI S JCT VT 313 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1943 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 230 [as of 2008] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 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: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 23.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $363,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Fair | Satisfactory | 230 | 23.2 |
September 2016 | Fair | Good | Fair | Satisfactory | 230 | 23.2 |
September 2014 | Fair | Good | Fair | Satisfactory | 230 | 23.2 |
October 2012 | Fair | Very Good | Fair | Satisfactory | 230 | 19.9 |
August 2010 | Fair | Very Good | Good | Satisfactory | 230 | 72.9 |
September 2008 | Fair | Very Good | Satisfactory | Satisfactory | 230 | 72.9 |
September 2006 | Fair | Very Good | Satisfactory | Good | 230 | 72.9 |
July 2004 | Fair | Very Good | Fair | Satisfactory | 230 | 52.8 |
October 2003 | Fair | Very Good | Fair | Satisfactory | 230 | 52.8 |
December 2002 | Poor | Serious | Fair | Satisfactory | 230 | 49.8 |
November 2000 | Poor | Serious | Fair | Satisfactory | 230 | 49.8 |
August 1998 | Poor | Poor | Fair | Fair | 230 | 19.9 |
June 1996 | Fair | Satisfactory | Fair | Fair | 230 | 21.3 |
October 1994 | Fair | Fair | Fair | Fair | 230 | 14.1 |
November 1993 | Fair | Satisfactory | Fair | Fair | 230 | 16.0 |
July 1992 | Poor | Satisfactory | Poor | Fair | 230 | 16.0 |
May 1990 | Poor | Poor | Fair | Satisfactory | 230 | 14.1 |