LRD E MAIN ST over BUTTERNUT CREEK
Map
Coordinates:
+46.01122, -90.4919246°00'40" N, 90°29'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD E MAIN ST over BUTTERNUT CREEK |
Structure number: | B02001700000000 |
Location: | 0.2M S JCT CTH F |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.5 ft. [8.7 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 10° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,569 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 85.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1569 | 85.7 |
August 2016 | Fair | Good | Good | Satisfactory | 1569 | 85.7 |
August 2014 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2012 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2010 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2008 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2006 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2004 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
August 2002 | Fair | Good | Good | Satisfactory | 1460 | 85.8 |
October 2000 | Fair | Good | Good | Satisfactory | 1460 | 85.7 |
October 1998 | Fair | Good | Good | Satisfactory | 1460 | 85.7 |
September 1996 | Fair | Good | Good | Satisfactory | 1460 | 85.7 |
September 1994 | Fair | Very Good | Very Good | Satisfactory | 1460 | 86.3 |
October 1992 | Fair | Very Good | Very Good | Satisfactory | 1460 | 86.3 |
December 1990 | Fair | Very Good | Satisfactory | Satisfactory | 1460 | 86.3 |