M-140 over PAW PAW RIVER
Map
Coordinates:
+42.19393, -86.2586942°11'38" N, 86°15'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-140 over PAW PAW RIVER |
Structure number: | 000000000000910 |
Old structure number: | 11111072000B010 (from 1992 edition) |
Location: | IN WATERVLIET |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 136.8 ft. [41.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,030 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Good | 11030 | 97.4 |
June 2016 | Fair | Good | Satisfactory | Good | 11030 | 97.4 |
June 2014 | Fair | Good | Satisfactory | Good | 11030 | 97.4 |
June 2012 | Fair | Good | Satisfactory | Good | 11030 | 97.4 |
June 2010 | Good | Good | Good | Good | 11030 | 79.0 |
June 2008 | Good | Good | Good | Good | 11030 | 79.0 |
June 2006 | Good | Good | Very Good | Good | 10863 | 79.0 |
June 2004 | Good | Very Good | Very Good | Good | 12000 | 78.8 |
June 2002 | Good | Very Good | Excellent | Very Good | 12000 | 78.8 |
July 2000 | Good | Good | Excellent | Very Good | 12000 | 78.8 |
December 1999 | Good | Very Good | Excellent | Very Good | 12000 | 78.8 |
July 1998 | Good | Very Good | Excellent | Very Good | 12000 | 78.8 |
May 1997 | Fair | Very Good | Very Good | Satisfactory | 12000 | 75.8 |
May 1996 | Good | Very Good | Very Good | Very Good | 12000 | 75.8 |
July 1994 | Poor | Satisfactory | Serious | Good | 11700 | 30.2 |
December 1993 | Poor | Satisfactory | Poor | Good | 11700 | 47.2 |
May 1992 | Poor | Satisfactory | Poor | Good | 11700 | 47.2 |
October 1991 | Poor | Satisfactory | Poor | Good | 11700 | 47.2 |