FR 2169 over PINE RIVER
Map
Coordinates:
+45.87398, -88.6857345°52'26" N, 88°41'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FR 2169 over PINE RIVER |
Structure number: | 090602000001012 |
Location: | 7.3 MI S OF JCT STH 70 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | U.S. Forest Service [64] |
Year built: | 1982 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 75.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 50 | 75.0 |
September 2016 | Good | Good | Good | Good | 50 | 75.0 |
May 2014 | Good | Good | Good | Good | 50 | 75.0 |
May 2012 | Good | Good | Good | Good | 50 | 77.8 |
July 2010 | Good | Good | Good | Good | 50 | 97.0 |
May 2008 | Good | Good | Very Good | Good | 50 | 97.0 |
June 2004 | Good | Very Good | Very Good | Very Good | 50 | 98.0 |
August 2002 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
June 2000 | Fair | Satisfactory | Very Good | Very Good | 50 | 99.0 |
June 1996 | Fair | Good | Satisfactory | Good | 50 | 100.0 |
June 1994 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |