WAGNER BRIDGE ROAD over MEADOMAK RIVER
Map
Coordinates:
+44.14476, -69.4156444°08'41" N, 69°24'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WAGNER BRIDGE ROAD over MEADOMAK RIVER |
Structure number: | 0623 |
Location: | 0.1 MI SE OF JCT RTE 32 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 284 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Very Good | Good | 284 | 94.4 |
October 2016 | Good | Good | Very Good | Good | 260 | 94.4 |
October 2014 | Good | Good | Very Good | Good | 253 | 97.4 |
October 2012 | Good | Good | Very Good | Good | 225 | 98.9 |
April 2010 | Good | Good | Very Good | Good | 230 | 98.9 |
September 2008 | Good | Good | Very Good | Good | 232 | 98.9 |
December 2006 | Good | Good | Very Good | Very Good | 436 | 97.3 |
December 2004 | Good | Very Good | Very Good | Very Good | 449 | 97.3 |
September 2002 | Good | Very Good | Very Good | Very Good | 158 | 98.9 |
July 2000 | Good | Very Good | Very Good | Very Good | 156 | 98.9 |
November 1998 | Good | Very Good | Very Good | Very Good | 151 | 98.9 |
July 1996 | Good | Very Good | Very Good | Very Good | 144 | 98.9 |
January 1995 | Good | Very Good | Very Good | Very Good | 139 | 98.9 |
July 1992 | Good | Very Good | Very Good | Very Good | 134 | 98.9 |
June 1990 | Good | Very Good | Very Good | Very Good | 136 | 98.9 |