STH 13 over BOYD CREEK
Map
Coordinates:
+46.61406, -90.9398146°36'51" N, 90°56'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 13 over BOYD CREEK |
Structure number: | B04000800000000 |
Location: | 2.1M N JCT USH 2 TO W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 27.6 ft. [8.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
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: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 49.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $242,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Fair | Poor | 7000 | 49.3 |
April 2017 | Poor | Fair | Fair | Poor | 9200 | 47.3 |
April 2016 | Poor | Fair | Fair | Poor | 9200 | 43.0 |
April 2015 | Poor | Fair | Fair | Poor | 9200 | 43.0 |
May 2014 | Poor | Fair | Fair | Poor | 9200 | 43.0 |
May 2012 | Poor | Fair | Fair | Poor | 9200 | 44.0 |
May 2010 | Fair | Fair | Fair | Fair | 7000 | 66.0 |
May 2008 | Fair | Satisfactory | Fair | Fair | 7000 | 67.0 |
May 2006 | Fair | Good | Satisfactory | Satisfactory | 7850 | 78.0 |
September 2004 | Good | Good | Good | Good | 7850 | 78.0 |
September 2003 | Good | Good | Good | Good | 7850 | 78.0 |
May 2002 | Good | Good | Good | Good | 7850 | 78.0 |
July 2001 | Good | Good | Good | Good | 7100 | 78.0 |
May 1999 | Good | Good | Good | Good | 7100 | 78.0 |
February 1999 | Good | Very Good | Very Good | Good | 7100 | 78.0 |
July 1997 | Fair | Satisfactory | Fair | Satisfactory | 7100 | 67.0 |
December 1996 | Fair | Satisfactory | Fair | Satisfactory | 6075 | 67.0 |
July 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 6075 | 78.0 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 6075 | 78.0 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 5120 | 78.0 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 3440 | 79.0 |