WARREN WOODS ROAD over GALIEN RIVER
Map
Coordinates:
+41.84183, -86.5484041°50'31" N, 86°32'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARREN WOODS ROAD over GALIEN RIVER |
Structure number: | 000000000000963 |
Old structure number: | 11200013000B020 (from 1992 edition) |
Location: | 2.0 MI S OF NEW TROY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 467 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2016 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2014 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2012 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2010 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2008 | Good | Good | Good | Very Good | 467 | 99.6 |
June 2006 | Good | Good | Very Good | Very Good | 355 | 99.7 |
June 2004 | Good | Very Good | Very Good | Very Good | 355 | 99.7 |
May 2002 | Good | Good | Good | Good | 342 | 99.7 |
November 2000 | Good | Good | Good | Very Good | 342 | 99.7 |
June 1998 | Good | Good | Good | Very Good | 342 | 99.7 |
June 1996 | Good | Good | Good | Very Good | 239 | 99.8 |
June 1994 | Good | Good | Good | Very Good | 239 | 99.8 |
June 1992 | Fair | Satisfactory | Satisfactory | Very Good | 239 | 99.8 |
July 1990 | Good | Good | Good | Very Good | 239 | 99.8 |