BRIDGE STREET over E BR DELAWARE RIVER
Map
Coordinates:
+42.07618, -74.9906642°04'34" N, 74°59'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIDGE STREET over E BR DELAWARE RIVER |
Structure number: | 000000003352070 |
Location: | IN DOWNSVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 170.0 ft. [51.8 m] |
Total length: | 170.9 ft. [52.1 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 10.5 ft. [3.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1857 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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 corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 19.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,730,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Satisfactory | - | 19.0 |
June 2017 | Fair | Satisfactory | Fair | Satisfactory | - | 19.0 |
July 2016 | Fair | Good | Fair | Satisfactory | - | 19.0 |
July 2015 | Fair | Very Good | Fair | Satisfactory | - | 19.0 |
August 2014 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
June 2013 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
July 2012 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
July 2011 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
June 2010 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
July 2009 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
August 2008 | Fair | Very Good | Fair | Satisfactory | 150 | 18.6 |
August 2007 | Fair | Excellent | Fair | Satisfactory | 150 | 18.6 |
August 2006 | Fair | Excellent | Good | Satisfactory | 150 | 21.9 |
August 2005 | Fair | Excellent | Good | Satisfactory | 150 | 21.9 |
July 2004 | Fair | Excellent | Satisfactory | Fair | 150 | 18.6 |
June 2003 | Good | Excellent | Good | Good | 150 | 21.9 |
August 2002 | Good | Excellent | Good | Good | 150 | 21.1 |
July 2001 | Good | Excellent | Good | Good | 150 | 21.0 |
August 2000 | Good | Excellent | Good | Good | 150 | 21.0 |
September 1999 | Poor | Excellent | Very Good | Serious | 150 | 18.6 |
March 1999 | Poor | Fair | - | Poor | 150 | 17.4 |
August 1997 | Poor | Fair | - | Poor | 150 | 17.4 |
June 1996 | Poor | Poor | - | Poor | 150 | 16.1 |
April 1995 | Poor | Serious | - | Poor | 150 | 0.0 |
April 1994 | Poor | Serious | - | Poor | 150 | 0.0 |
May 1993 | Poor | Serious | - | Poor | 150 | 0.0 |
April 1992 | Poor | Poor | Serious | Serious | 150 | 14.1 |
May 1991 | Poor | Poor | Serious | Serious | 150 | 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 Truss | linear ft. | 342 | 0 | 0 | 342 | 0 |
Timber Floor Beam | linear ft. | 330 | 0 | 330 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 121 | 0 | 57 | 64 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 108 | 108 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 2,733 | 2,733 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,357 | 0 | 2,357 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 342 | 0 | 342 | 0 | 0 |