STATE ROAD over PINE RIVER
Map
Coordinates:
+44.11232, -85.6831544°06'44" N, 85°40'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROAD over PINE RIVER |
Structure number: | 000000000005283 |
Old structure number: | 43200052000B080 (from 1992 edition) |
Location: | 5 MI N OF LUTHER |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 119.8 ft. [36.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 420 [as of 2007] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Satisfactory | 420 | 78.2 |
May 2015 | Fair | Satisfactory | Good | Satisfactory | 420 | 78.2 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 420 | 67.1 |
May 2011 | Fair | Satisfactory | Satisfactory | Fair | 420 | 67.1 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 420 | 48.3 |
May 2007 | Fair | Satisfactory | Satisfactory | Fair | 420 | 48.3 |
June 2005 | Fair | Satisfactory | Satisfactory | Fair | 400 | 48.3 |
June 2003 | Good | Good | Good | Good | 380 | 55.5 |
November 2001 | Good | Good | Good | Good | 210 | 58.8 |
October 1999 | Good | Good | Good | Good | 210 | 63.8 |
June 1997 | Good | - | - | Good | 210 | 58.8 |
July 1995 | Good | Good | Good | Good | 210 | 58.3 |
November 1993 | Good | Good | Good | Good | 210 | 58.3 |
November 1991 | Good | Good | Good | Good | 210 | 75.6 |