CTH N over MENOMINEE RIVER
Map
Coordinates:
+45.78483, -88.0823345°47'05" N, 88°04'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH N over MENOMINEE RIVER |
Structure number: | B19000300000000 |
Location: | 2.0M E JCT CTH B |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 90.2 ft. [27.5 m] |
Total length: | 329.1 ft. [100.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,193 [as of 2015] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 48.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,671,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Poor | Poor | 3193 | 48.0 |
September 2017 | Poor | Fair | Poor | Poor | 3193 | 48.0 |
September 2016 | Poor | Fair | Poor | Poor | 3193 | 48.0 |
September 2015 | Poor | Fair | Poor | Poor | 3193 | 48.0 |
September 2014 | Poor | Fair | Poor | Poor | 3100 | 48.2 |
September 2012 | Fair | Fair | Fair | Fair | 3100 | 64.2 |
September 2010 | Fair | Fair | Fair | Fair | 7400 | 55.9 |
September 2008 | Fair | Fair | Fair | Fair | 7400 | 54.0 |
September 2006 | Fair | Satisfactory | Fair | Fair | 7400 | 55.0 |
September 2004 | Fair | Satisfactory | Fair | Fair | 7400 | 55.0 |
August 2002 | Fair | Good | Satisfactory | Satisfactory | 7400 | 66.0 |
October 2000 | Fair | Good | Satisfactory | Satisfactory | 5100 | 66.0 |
October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 5100 | 66.0 |
October 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 5100 | 66.0 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 5100 | 65.7 |
September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 5100 | 65.7 |
June 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 5100 | 65.7 |