STH 22 over WAUTOMA POND
Map
Coordinates:
+44.07778, -89.2924544°04'40" N, 89°17'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 22 over WAUTOMA POND |
Structure number: | B69003700000000 |
Location: | 0.3M N JCT STH 73 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 30.5 ft. [9.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 3000 | 91.9 |
July 2015 | Good | Good | Good | Good | 3000 | 91.9 |
July 2013 | Good | Good | Good | Good | 3560 | 90.4 |
July 2011 | Good | Good | Good | Good | 3560 | 89.4 |
July 2009 | Good | Good | Good | Good | 3560 | 99.3 |
July 2007 | Good | Good | Good | Very Good | 3560 | 99.3 |
July 2005 | Good | Good | Good | Very Good | 3560 | 99.3 |
July 2003 | Good | Good | Good | Very Good | 3560 | 99.3 |
August 2001 | Good | Very Good | Very Good | Very Good | 3300 | 99.2 |
July 1999 | Good | Very Good | Very Good | Very Good | 3300 | 99.2 |
April 1999 | Good | Very Good | Very Good | Very Good | 3300 | 99.2 |