COVERED BRIDGE RD over WILLOWEMOC CREEK
Map
Coordinates:
+41.91485, -74.8318341°54'53" N, 74°49'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COVERED BRIDGE RD over WILLOWEMOC CREEK |
Structure number: | 000000003357300 |
Location: | 1 MI NW LIVINGSTON MANOR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 94.8 ft. [28.9 m] |
Total length: | 127.0 ft. [38.7 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 13.5 ft. [4.1 m] |
Vertical clearance above deck: | 7.9 ft. [2.4 m] |
Skew angle: | 6° |
Owner: | County Highway Agency [02] |
Year built: | 1860 |
Year reconstructed: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Arch - Thru [12] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 221 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 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: | 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 is scour critical; bridge foundations determined to be unstable. [3] |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $1,393,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Satisfactory | 221 | 0.0 |
July 2017 | Fair | Fair | Satisfactory | Satisfactory | 225 | 21.3 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 234 | 22.4 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 231 | 10.5 |
July 2014 | Fair | Satisfactory | Fair | Satisfactory | 231 | 10.5 |
July 2013 | Fair | Satisfactory | Fair | Satisfactory | 237 | 10.4 |
September 2012 | Poor | Satisfactory | Satisfactory | Poor | 240 | 10.3 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 240 | 23.7 |
October 2010 | Fair | Satisfactory | Satisfactory | Fair | 245 | 10.2 |
August 2009 | Fair | Satisfactory | Satisfactory | Fair | 245 | 10.2 |
August 2008 | Fair | Satisfactory | Satisfactory | Fair | 245 | 10.2 |
October 2007 | Fair | Satisfactory | Fair | Fair | 237 | 10.4 |
September 2006 | Fair | Satisfactory | Satisfactory | Fair | 237 | 10.4 |
July 2005 | Poor | Satisfactory | Satisfactory | Poor | 245 | 10.2 |
June 2004 | Poor | Satisfactory | Satisfactory | Poor | 245 | 10.2 |
August 2003 | Poor | Satisfactory | Satisfactory | Poor | 245 | 10.2 |
July 2002 | Poor | Satisfactory | Satisfactory | Poor | 245 | 10.2 |
August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 245 | 26.6 |
July 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 245 | 26.6 |
August 1999 | Poor | Very Good | Serious | Serious | 245 | 18.8 |
July 1998 | Poor | Good | Serious | Serious | 115 | 19.4 |
July 1997 | Poor | Satisfactory | Serious | Serious | 115 | 19.4 |
July 1996 | Poor | Fair | Serious | Serious | 115 | 18.3 |
August 1995 | Poor | Fair | Serious | Serious | 115 | 18.3 |
July 1994 | Poor | Fair | Serious | Serious | 115 | 18.3 |
July 1993 | Poor | Fair | Serious | Serious | 115 | 18.3 |
June 1992 | Poor | Fair | Serious | Serious | 115 | 18.3 |
May 1991 | Poor | Fair | Fair | Serious | 115 | 18.3 |
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 Girder/Beam | linear ft. | 222 | 0 | 222 | 0 | 0 |
Timber Stringer | linear ft. | 224 | 0 | 223 | 1 | 0 |
Timber Arch | linear ft. | 190 | 0 | 175 | 15 | 0 |
Timber Floor Beam | linear ft. | 160 | 0 | 128 | 32 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 27 | 0 | 27 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 22 | 0 | 12 | 10 | 0 |
Masonry Abutment | linear ft. | 16 | 0 | 0 | 16 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 51 | 0 | 49 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 16 | 0 | 16 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,504 | 0 | 1,383 | 121 | 0 |
Wearing Surfaces | sq. ft. | 1,366 | 0 | 1,245 | 121 | 0 |
Bearings |
Other Bearing | each | 2 | 0 | 2 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 56 | 0 | 56 | 0 | 0 |