STH 139 over BRULE RIVER
Map
Coordinates:
+45.98756, -88.6524645°59'15" N, 88°39'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 139 over BRULE RIVER |
Structure number: | B19001100000000 |
Location: | 1.4M N JCT STH 70 TO W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Very Good | Satisfactory | 1500 | 96.0 |
August 2016 | Fair | Satisfactory | Very Good | Satisfactory | 1500 | 96.0 |
August 2014 | Fair | Satisfactory | Very Good | Satisfactory | 1050 | 97.2 |
August 2012 | Fair | Satisfactory | Very Good | Satisfactory | 1050 | 97.2 |
August 2010 | Fair | Satisfactory | Very Good | Satisfactory | 1180 | 96.8 |
August 2008 | Fair | Satisfactory | Very Good | Satisfactory | 1180 | 96.8 |
June 2006 | Fair | Satisfactory | Very Good | Satisfactory | 1180 | 96.8 |
June 2004 | Good | Good | Very Good | Good | 1180 | 96.8 |
June 2002 | Good | Good | Very Good | Good | 1180 | 96.8 |
June 2000 | Good | Good | Very Good | Good | 870 | 97.6 |
June 1998 | Good | Good | Very Good | Good | 870 | 97.6 |
November 1997 | Good | Good | Very Good | Good | 870 | 97.6 |
June 1996 | Good | Good | Very Good | Good | 870 | 97.6 |
May 1995 | Good | Good | Good | Good | 870 | 97.6 |
May 1994 | Good | Good | Good | Good | 870 | 97.6 |
June 1993 | Fair | Good | Satisfactory | Satisfactory | 600 | 98.3 |
October 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 98.3 |
May 1991 | Fair | Satisfactory | Very Good | Satisfactory | 600 | 98.3 |