LRD WINNEBAGO ST over IH 43
Map
Coordinates:
+43.04853, -87.9270643°02'55" N, 87°55'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | LRD WINNEBAGO ST over IH 43 |
Structure number: | B40068900000000 |
Location: | 0.1 MI S JCT STH 145 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 120.7 ft. [36.8 m] |
Total length: | 516.8 ft. [157.5 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,000 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 57.0 tons [51.8 metric tons] |
Sufficiency rating: | 80.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,875,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 80.8 | Good | Good | Very Good | Good | FO | 4000 |
June 2014 | 76.8 | Good | Good | Very Good | Good | - | 8800 |
June 2012 | 74.8 | Good | Good | Very Good | Good | - | 8800 |
June 2010 | 92.6 | Good | Good | Very Good | Good | - | 8800 |
June 2008 | 92.6 | Good | Good | Very Good | Excellent | - | 8800 |
June 2006 | 72.3 | Good | Excellent | Excellent | Excellent | - | 5300 |