USH 12 EB over STH 11-COURT ST
Map
Coordinates:
+42.68304, -88.5277242°40'59" N, 88°31'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | USH 12 EB over STH 11-COURT ST |
Structure number: | B64004700000000 |
Location: | 1.2M E JCT STH 67 TO S |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 1998 |
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: | 3 |
Main spans material: | Steel [3] |
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: April 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,700 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 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] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 71.8 tons [65.3 metric tons] |
Inventory rating: | 42.8 tons [38.9 metric tons] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 99.7 | Fair | Satisfactory | Good | Good | - | 5700 |
April 2013 | 99.8 | Good | Good | Good | Very Good | - | 5300 |
May 2011 | 100.0 | Good | Good | Good | Very Good | - | 4500 |
May 2009 | 100.0 | Good | Good | Good | Very Good | - | 4500 |
May 2007 | 100.0 | Fair | Satisfactory | Good | Good | - | 2600 |
May 2005 | 100.0 | Fair | Satisfactory | Good | Very Good | - | 5100 |
June 2003 | 100.0 | Good | Good | Very Good | Very Good | - | 5100 |
June 2002 | 100.0 | Good | Good | Very Good | Very Good | - | 3300 |
February 2001 | 100.0 | Good | Good | Very Good | Very Good | - | 4500 |
October 1999 | 98.0 | Good | Very Good | Very Good | Very Good | - | 4590 |
November 1997 | 98.0 | Good | Excellent | Excellent | Very Good | - | 9025 |
March 1996 | 48.0 | Poor | Fair | Serious | Satisfactory | SD | 9025 |
February 1995 | 48.0 | Poor | Fair | Serious | Satisfactory | SD | 9025 |
March 1994 | 66.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 2190 |
April 1992 | 66.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 2190 |
February 1991 | 66.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 2190 |