S BRANCH ROAD over PERE MARQUETTE RIVER
Map
Coordinates:
+43.92938, -86.0193243°55'46" N, 86°01'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S BRANCH ROAD over PERE MARQUETTE RIVER |
Structure number: | 000000000005279 |
Old structure number: | 43200038000B050 (from 1992 edition) |
Location: | 8 MI W OF BALDWIN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 38.7 ft. [11.8 m] |
Total length: | 119.8 ft. [36.5 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
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: | 1,000 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 56.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Satisfactory | 1000 | 56.2 |
May 2015 | Fair | Good | Good | Satisfactory | 1000 | 56.2 |
May 2013 | Fair | Satisfactory | Fair | Satisfactory | 1000 | 45.5 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 56.2 |
June 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 56.2 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 56.2 |
June 2005 | Fair | Good | Good | Satisfactory | 960 | 56.3 |
June 2003 | Fair | Good | Good | Satisfactory | 905 | 56.4 |
November 2001 | Fair | Good | Good | Satisfactory | 635 | 58.0 |
September 1999 | Fair | Good | Good | Satisfactory | 635 | 63.2 |
June 1997 | Good | - | - | Good | 635 | 58.0 |
July 1995 | Good | Good | Good | Good | 635 | 53.6 |
November 1993 | Good | Good | Good | Good | 635 | 53.6 |
October 1991 | Good | Good | Good | Good | 635 | 69.9 |