CTH TT over CHIPPEWA RIVER 17
Map
Coordinates:
+45.10697, -91.2083345°06'25" N, 91°12'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH TT over CHIPPEWA RIVER 17 |
Structure number: | B09096500000000 |
Location: | 0.1 M E STH 178 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 241.2 ft. [73.5 m] |
Total length: | 486.6 ft. [148.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 8.2 ft. [2.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1917 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 169 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 26.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,166,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Satisfactory | Serious | Good | 169 | 26.0 |
August 2017 | Poor | Satisfactory | Serious | Good | 169 | 26.0 |
October 2016 | Poor | Satisfactory | Serious | Good | 169 | 2.6 |
December 2015 | Poor | Satisfactory | Poor | Good | 169 | 31.1 |
September 2014 | Poor | Satisfactory | Poor | Good | 160 | 31.1 |
October 2012 | Poor | Satisfactory | Poor | Good | 160 | 31.1 |
October 2010 | Poor | Satisfactory | Poor | Good | 160 | 31.1 |
October 2008 | Poor | Good | Poor | Good | 160 | 31.1 |
October 2006 | Poor | Good | Poor | Good | 160 | 31.1 |
November 2004 | Poor | Good | Poor | Good | 160 | 31.1 |
November 2002 | Poor | Good | Poor | Good | 140 | 31.2 |
November 2001 | Fair | Good | Fair | Good | 140 | 47.5 |
December 2000 | Fair | Good | Fair | Good | 140 | 47.5 |
December 1998 | Fair | Good | Fair | Good | 140 | 45.5 |
February 1997 | Fair | Good | Satisfactory | Very Good | 140 | 47.6 |
January 1995 | Poor | Fair | Poor | Critical | 140 | 4.4 |
November 1992 | Poor | Fair | Poor | Critical | 140 | 4.4 |
December 1990 | Poor | Fair | Poor | Critical | 140 | 4.4 |