GARDNER ROAD over MUD CREEK
Map
Coordinates:
+46.67578, -89.0625146°40'33" N, 89°03'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GARDNER ROAD over MUD CREEK |
Structure number: | 000000000008526 |
Old structure number: | 66200016000B010 (from 1992 edition) |
Location: | 6 MI S OF MASS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 1997] |
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 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: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Very Good | 150 | 99.6 |
November 2015 | Good | Good | Good | Very Good | 150 | 99.6 |
November 2013 | Good | Good | Good | Very Good | 150 | 99.6 |
October 2011 | Good | Good | Good | Very Good | 150 | 99.6 |
November 2009 | Good | Good | Good | Very Good | 150 | 99.6 |
October 2007 | Good | Good | Good | Very Good | 150 | 99.6 |
October 2005 | Good | Good | Very Good | Very Good | 150 | 99.6 |
December 2003 | Good | Very Good | Very Good | Very Good | 150 | 99.6 |
November 2001 | Good | Very Good | Very Good | Very Good | 150 | 99.6 |
November 1999 | Good | Very Good | Very Good | Very Good | 150 | 99.6 |
November 1997 | Good | Very Good | Very Good | Very Good | 150 | 99.6 |
November 1995 | Good | Very Good | Very Good | Very Good | 150 | 99.6 |
November 1993 | Good | Excellent | Excellent | Excellent | 150 | 99.6 |
October 1991 | Poor | Fair | Serious | Serious | 100 | 31.9 |