PUCKER STREET over HOP RIVER
Map
Coordinates:
+41.72507, -72.2879441°43'30" N, 72°17'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PUCKER STREET over HOP RIVER |
Structure number: | 04621 |
Location: | 0.2 MILE NORTH OF ROUTE 6 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 95.5 ft. [29.1 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Very Good | Very Good | Very Good | 400 | 84.8 |
July 2015 | Good | Very Good | Very Good | Very Good | 400 | 84.8 |
July 2013 | Fair | Good | Satisfactory | Good | 400 | 77.8 |
July 2011 | Fair | Good | Satisfactory | Good | 400 | 77.8 |
July 2009 | Fair | Good | Satisfactory | Good | 400 | 77.8 |
October 2007 | Fair | Good | Satisfactory | Good | 400 | 79.8 |
April 2005 | Good | Good | Good | Good | 350 | 78.8 |
April 2003 | Good | Good | Good | Good | 350 | 79.8 |
June 2001 | Good | Good | Good | Good | 350 | 79.8 |
May 1999 | Good | Good | Good | Good | 350 | 78.8 |
May 1997 | Good | Good | Good | Good | 350 | 75.8 |
July 1995 | Good | Good | Very Good | Good | 350 | 76.8 |
September 1993 | Good | Good | Very Good | Good | 350 | 76.8 |
August 1991 | Good | Good | Very Good | Good | 350 | 76.8 |