GORE RD (TOWN WAY) over DEADWATER STREAM
Map
Coordinates:
+44.33111, -69.4318844°19'52" N, 69°25'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GORE RD (TOWN WAY) over DEADWATER STREAM |
Structure number: | 3989 |
Location: | TOWN WAY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2005 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 62 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 62 | 79.0 |
August 2016 | Fair | Satisfactory | Good | Good | 61 | 79.0 |
July 2014 | Fair | Satisfactory | Good | Good | 60 | 80.0 |
July 2012 | Fair | Satisfactory | Good | Good | 60 | 80.0 |
April 2010 | Fair | Satisfactory | Good | Good | 60 | 81.0 |
July 2008 | Fair | Satisfactory | Good | Good | 57 | 81.0 |
December 2006 | Good | Good | Good | Good | 61 | 81.0 |
December 2004 | Poor | Fair | Poor | Poor | 40 | 60.0 |
October 2002 | Poor | Serious | Poor | Poor | 55 | 56.0 |
May 2001 | Poor | Fair | Poor | Poor | 54 | 60.0 |
July 1999 | Poor | Fair | Poor | Poor | 52 | 60.0 |
May 1997 | Poor | Satisfactory | Satisfactory | Poor | 50 | 61.0 |
January 1996 | Poor | Satisfactory | Satisfactory | Poor | 49 | 60.4 |
January 1994 | Poor | Poor | Satisfactory | Fair | 47 | 73.4 |
May 1991 | Poor | Poor | Fair | Fair | 47 | 73.4 |
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 |
Steel Girder/Beam | linear ft. | 196 | 186 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 196 | 176 | 20 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 30 | 0 | 30 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 547 | 0 | 547 | 0 | 0 |
Bearings |
Movable Bearing | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 0 | 5 | 0 | 0 |
Fixed Bearing | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 0 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 60 | 58 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 55 | 5 | 0 | 0 |