LRD MANKENBURG RD over CHIPPEWA RIVER 34
Map
Coordinates:
+46.15839, -90.5519746°09'30" N, 90°33'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD MANKENBURG RD over CHIPPEWA RIVER 34 |
Structure number: | B02002800000000 |
Location: | 4.2M E JCT STH 13 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 79.7 ft. [24.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 20° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1988 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 139 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Very Good | 139 | 94.4 |
August 2016 | Good | Good | Very Good | Very Good | 139 | 94.4 |
August 2014 | Good | Good | Very Good | Very Good | 130 | 94.4 |
August 2012 | Good | Very Good | Very Good | Very Good | 130 | 92.4 |
August 2010 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
August 2008 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
August 2006 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
August 2004 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
August 2002 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
October 2000 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
October 1998 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
September 1996 | Good | Very Good | Very Good | Very Good | 130 | 94.4 |
September 1994 | Good | Excellent | Excellent | Very Good | 130 | 93.9 |
September 1992 | Good | Very Good | Excellent | Good | 130 | 93.9 |
August 1990 | Good | Very Good | Excellent | Good | 130 | 93.9 |