WEBSTER BRIDGE RD over JORDAN RIVER
Map
Coordinates:
+45.10131, -85.0971245°06'05" N, 85°05'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WEBSTER BRIDGE RD over JORDAN RIVER |
Structure number: | 000000000000370 |
Old structure number: | 05309H00030B010 (from 1992 edition) |
Location: | 1.5 MI S OF COUNTY LINE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 90 [as of 1997] |
Truck traffic: | 2% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Very Good | 90 | 99.9 |
September 2016 | Good | Good | Good | Very Good | 90 | 99.9 |
September 2014 | Good | Good | Good | Very Good | 90 | 99.9 |
September 2012 | Good | Good | Good | Very Good | 90 | 99.9 |
October 2010 | Good | Good | Good | Very Good | 90 | 99.9 |
July 2008 | Good | Good | Very Good | Very Good | 90 | 99.9 |
May 2006 | Good | Good | Very Good | Very Good | 90 | 100.0 |
July 2004 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
July 2002 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
June 2000 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
June 1998 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
June 1996 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
March 1994 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
June 1992 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |
June 1990 | Good | Very Good | Very Good | Very Good | 90 | 99.9 |