WARREN WOODS ROAD over GALIEN RIVER
Map
Coordinates:
+41.84151, -86.6221441°50'29" N, 86°37'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARREN WOODS ROAD over GALIEN RIVER |
Structure number: | 000000000000962 |
Old structure number: | 11200013000B010 (from 1992 edition) |
Location: | 3.0 MI NW OF THREE OAKS |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 75.8 ft. [23.1 m] |
Total length: | 77.8 ft. [23.7 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,022 [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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 1022 | 99.8 |
June 2016 | Good | Good | Very Good | Very Good | 1022 | 99.8 |
June 2014 | Good | Good | Very Good | Very Good | 1022 | 99.8 |
June 2012 | Good | Good | Very Good | Very Good | 1022 | 99.8 |
June 2010 | Good | Good | Very Good | Very Good | 1022 | 99.8 |
June 2008 | Good | Very Good | Very Good | Very Good | 1022 | 97.8 |
June 2006 | Good | Very Good | Very Good | Very Good | 1155 | 97.7 |
June 2004 | Good | Very Good | Very Good | Very Good | 1155 | 99.7 |
June 2002 | Good | Good | Good | Good | 1147 | 98.3 |
November 2000 | Good | Good | Good | Good | 1147 | 98.3 |
June 1998 | Good | Good | Good | Good | 1147 | 98.5 |
June 1996 | Good | Good | Good | Good | 1147 | 98.5 |
June 1994 | Good | Good | Good | Good | 1147 | 99.4 |
November 1992 | Good | Good | Good | Good | 1147 | 99.4 |
August 1990 | Good | Good | Good | Very Good | 1147 | 98.2 |