STH 139 over POPPLE RIVER
Map
Coordinates:
+45.79633, -88.6674145°47'47" N, 88°40'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 139 over POPPLE RIVER |
Structure number: | B19000500000000 |
Location: | 9.3M N JCT CTH O |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 72.8 ft. [22.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | 560 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | 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: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 560 | 97.3 |
August 2016 | Fair | Good | Satisfactory | Good | 560 | 97.3 |
August 2014 | Fair | Good | Satisfactory | Good | 550 | 97.4 |
August 2012 | Fair | Good | Satisfactory | Good | 550 | 97.4 |
August 2010 | Fair | Good | Satisfactory | Good | 790 | 92.6 |
August 2008 | Fair | Good | Satisfactory | Good | 790 | 92.6 |
August 2006 | Good | Good | Very Good | Very Good | 790 | 92.6 |
August 2004 | Good | Good | Very Good | Very Good | 790 | 92.6 |
August 2002 | Good | Good | Very Good | Very Good | 790 | 92.6 |
September 2000 | Good | Good | Very Good | Very Good | 720 | 92.9 |
August 1998 | Good | Very Good | Very Good | Very Good | 720 | 92.9 |
November 1997 | Good | Very Good | Very Good | Very Good | 720 | 92.9 |
July 1996 | Good | Very Good | Good | Good | 720 | 92.9 |
December 1995 | Good | Very Good | Good | Good | 720 | 93.0 |
June 1994 | Good | Good | Good | Good | 720 | 93.0 |
July 1993 | Good | Very Good | Good | Good | 490 | 94.2 |
October 1992 | Fair | Good | Satisfactory | Satisfactory | 490 | 94.2 |
September 1991 | Fair | Good | Satisfactory | Satisfactory | 490 | 94.2 |