LRD AIRPORT RD over IRON RIVER
Map
Coordinates:
+46.65510, -91.4468646°39'18" N, 91°26'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD AIRPORT RD over IRON RIVER |
Structure number: | B04003200000000 |
Location: | 2.5M N JCT CTH B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 48.6 ft. [14.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 47 [as of 2015] |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Good | 47 | 97.1 |
August 2016 | Good | Very Good | Very Good | Good | 47 | 97.1 |
August 2014 | Good | Very Good | Very Good | Very Good | 40 | 97.1 |
September 2012 | Good | Very Good | Very Good | Very Good | 40 | 97.1 |
August 2010 | Good | Very Good | Very Good | Very Good | 40 | 98.1 |
August 2008 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
August 2006 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
August 2004 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
September 2002 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
October 2000 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
July 1998 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
June 1996 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
November 1994 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
July 1992 | Good | Very Good | Very Good | Very Good | 40 | 92.5 |
May 1990 | Good | Good | Very Good | Very Good | 40 | 92.5 |