LRD E BIG LAKE LOO over EAGLE RIVER
Map
Coordinates:
+45.76944, -89.1052845°46'10" N, 89°06'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD E BIG LAKE LOO over EAGLE RIVER |
Structure number: | P43004400000000 |
Location: | 2.7M E JCT USH 45 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 68.6 ft. [20.9 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 221 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 72.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Satisfactory | Good | 221 | 72.1 |
May 2017 | Fair | Good | Satisfactory | Good | 221 | 72.1 |
April 2016 | Fair | Good | Satisfactory | Good | 221 | 72.1 |
April 2014 | Good | Good | Good | Good | 207 | 67.1 |
April 2012 | Fair | Satisfactory | Satisfactory | Good | 207 | 81.9 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 207 | 81.9 |
May 2008 | Poor | Poor | Satisfactory | Satisfactory | 207 | 78.9 |
May 2006 | Poor | Poor | Fair | Satisfactory | 207 | 67.8 |
May 2004 | Fair | Fair | Fair | Satisfactory | 207 | 69.8 |
May 2002 | Fair | Fair | Fair | Satisfactory | 207 | 69.8 |
May 2000 | Fair | Fair | Fair | Satisfactory | 100 | 77.4 |
October 1998 | Fair | Fair | Fair | Satisfactory | 100 | 75.4 |
September 1996 | Fair | Fair | Fair | Satisfactory | 100 | 77.4 |
September 1994 | Fair | Fair | Fair | Satisfactory | 100 | 77.4 |
August 1992 | Fair | Good | Very Good | Satisfactory | 100 | 89.4 |
August 1990 | Good | Good | Very Good | Very Good | 100 | 89.4 |