STH 101 over PINE RIVER
Map
Coordinates:
+45.85335, -88.3509645°51'12" N, 88°21'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 101 over PINE RIVER |
Structure number: | B19050900000000 |
Location: | 9.6M N JCT CTH C |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 94.5 ft. [28.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 1980 |
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: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 700 [as of 2016] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 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: | 62.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 62.9 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 62.9 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 740 | 55.6 |
September 2012 | Fair | Good | Satisfactory | Satisfactory | 740 | 84.1 |
September 2010 | Fair | Good | Satisfactory | Satisfactory | 530 | 83.3 |
September 2008 | Fair | Good | Satisfactory | Satisfactory | 530 | 83.3 |
September 2006 | Good | Good | Good | Good | 330 | 84.4 |
September 2004 | Fair | Fair | Satisfactory | Good | 330 | 83.4 |
May 2003 | Fair | Satisfactory | Good | Good | 330 | 84.4 |
July 2002 | Fair | Fair | Satisfactory | Good | 330 | 83.4 |
September 2000 | Fair | Fair | Satisfactory | Good | 330 | 83.3 |
July 1999 | Fair | Fair | Satisfactory | Good | 330 | 83.3 |
August 1998 | Fair | Satisfactory | Satisfactory | Good | 330 | 84.3 |
November 1997 | Fair | Satisfactory | Satisfactory | Good | 330 | 84.3 |
October 1996 | Fair | Fair | Satisfactory | Good | 330 | 83.3 |
September 1995 | Fair | Fair | Fair | Satisfactory | 330 | 71.6 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 83.9 |
August 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 83.9 |
June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 83.9 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 83.9 |