WARNER AVE over WILLIAMS CREEK
Map
Coordinates:
+43.40523, -85.9395443°24'19" N, 85°56'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARNER AVE over WILLIAMS CREEK |
Structure number: | 000000000007740 |
Old structure number: | 62200035000B020 (from 1992 edition) |
Location: | 4.2 MI S OF FREMONT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1927 |
Year reconstructed: | 1986 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2000] |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
June 2016 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
June 2014 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
June 2012 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
May 2010 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
May 2008 | Fair | Good | Good | Satisfactory | 3000 | 98.5 |
April 2006 | Fair | Very Good | Very Good | Satisfactory | 3000 | 98.6 |
April 2004 | Fair | Very Good | Very Good | Satisfactory | 3000 | 98.6 |
May 2002 | Fair | Very Good | Very Good | Satisfactory | 3000 | 98.6 |
April 2000 | Good | Excellent | - | Very Good | 3000 | 97.6 |
December 1998 | Good | Excellent | - | Very Good | 2518 | 97.8 |
September 1996 | Good | Excellent | - | Very Good | 2518 | 97.8 |
October 1994 | Good | Excellent | Excellent | Good | 2518 | 90.6 |
July 1992 | Good | Excellent | Excellent | Good | 2518 | 90.6 |
February 1990 | Good | Excellent | Excellent | Good | 2518 | 91.6 |