COUNTY ROAD 103 over HOOSIC RIVER
Map
Coordinates:
+42.95809, -73.4330742°57'29" N, 73°25'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 103 over HOOSIC RIVER |
Structure number: | 000000003303480 |
Location: | .2 MILE NORTH OF BUSKIRK |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 151.9 ft. [46.3 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Vertical clearance above deck: | 10.5 ft. [3.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1850 |
Year reconstructed: | 2005 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 828 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 27.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $4,349,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Fair | 828 | 27.2 |
July 2017 | Fair | Good | Good | Satisfactory | 822 | 38.5 |
August 2016 | Fair | Good | Good | Satisfactory | 828 | 38.5 |
August 2015 | Fair | Good | Good | Satisfactory | 768 | 38.6 |
September 2014 | Fair | Good | Good | Satisfactory | 768 | 38.9 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 768 | 38.9 |
September 2012 | Fair | Good | Satisfactory | Satisfactory | 770 | 38.9 |
July 2011 | Fair | Satisfactory | Satisfactory | Fair | 770 | 27.7 |
July 2010 | Fair | Satisfactory | Satisfactory | Fair | 768 | 27.7 |
August 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 703 | 39.1 |
August 2008 | Fair | Very Good | Satisfactory | Satisfactory | 703 | 40.1 |
November 2007 | Fair | Excellent | Good | Satisfactory | 355 | 43.0 |
October 2006 | Fair | Excellent | Good | Satisfactory | 703 | 40.1 |
June 2005 | Fair | Excellent | Good | Satisfactory | 703 | 40.1 |
March 2005 | Poor | Good | Critical | Fair | 703 | 9.5 |
June 2003 | Poor | Good | Critical | Fair | 703 | 9.5 |
August 2002 | Poor | Very Good | Critical | Fair | 703 | 9.5 |
June 2001 | Fair | Very Good | Fair | Satisfactory | 703 | 9.5 |
October 2000 | Fair | Very Good | Fair | Satisfactory | 703 | 9.5 |
August 1999 | Poor | Very Good | Serious | Satisfactory | 703 | 9.5 |
August 1998 | Poor | Satisfactory | Serious | Good | 703 | 9.5 |
June 1997 | Poor | Satisfactory | Poor | Satisfactory | 703 | 9.5 |
July 1996 | Poor | Fair | Serious | Serious | 212 | 16.5 |
August 1995 | Poor | Fair | Serious | Serious | 212 | 14.1 |
November 1994 | Poor | Fair | Serious | Serious | 212 | 14.1 |
September 1993 | Poor | Fair | Serious | Serious | 212 | 14.1 |
August 1992 | Poor | Fair | Serious | Poor | 212 | 14.1 |
December 1991 | Poor | Fair | Serious | Poor | 212 | 14.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Stringer | linear ft. | 1,577 | 0 | 1,183 | 394 | 0 |
Timber Truss | linear ft. | 315 | 0 | 236 | 79 | 0 |
Timber Floor Beam | linear ft. | 651 | 0 | 651 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 160 | 0 | 118 | 42 | 0 |
Joints |
Other Joint | linear ft. | 34 | 0 | 34 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 2,602 | 0 | 2,602 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,523 | 0 | 1,893 | 630 | 0 |
Bearings |
Other Bearing | each | 4 | 0 | 4 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 315 | 0 | 303 | 12 | 0 |