67TH ST (MARQUETTE over I- 94 RYAN & CTA
Map
Coordinates:
+41.77279, -87.6258141°46'22" N, 87°37'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 67TH ST (MARQUETTE over I- 94 RYAN & CTA |
Structure number: | 016114700000000 |
Old structure number: | 000016114726284 (from 1992 edition) |
Location: | 3.5 M N OF 95TH ST |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 313.0 ft. [95.4 m] |
Roadway width between curbs: | 82.0 ft. [25.0 m] |
Deck width edge-to-edge: | 99.1 ft. [30.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 2004 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,200 [as of 2015] |
Truck traffic: | 7% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.7 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,298,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2016 | Good | Good | Very Good | Good | 13200 | 93.7 |
June 2014 | Good | Good | Very Good | Good | 14500 | 75.1 |
December 2012 | Good | Good | Very Good | Good | 12100 | 57.0 |
January 2011 | Good | Good | Very Good | Very Good | 12100 | 76.2 |
July 2009 | Good | Good | Very Good | Very Good | 14000 | 76.1 |
December 2007 | Good | Very Good | Very Good | Very Good | 14000 | 76.1 |
February 2006 | Good | Excellent | Excellent | Very Good | 18509 | 93.1 |
July 2004 | Fair | Fair | Fair | Fair | 18509 | 80.9 |
April 2003 | Fair | Fair | Fair | Fair | 18509 | 80.9 |
September 2002 | Fair | Fair | Fair | Fair | 18509 | 80.9 |
September 2000 | Fair | Fair | Fair | Fair | 18500 | 80.9 |
March 1999 | Fair | Fair | Fair | Fair | 18500 | 80.9 |
February 1997 | Poor | Serious | Serious | Fair | 18500 | 44.7 |
June 1995 | Poor | Serious | Serious | Fair | 18500 | 43.3 |
June 1994 | Poor | Serious | Serious | Fair | 18500 | 43.3 |
November 1993 | Poor | Serious | Serious | Fair | 18500 | 43.3 |
April 1992 | Poor | Serious | Serious | Satisfactory | 18500 | 43.3 |
February 1991 | Fair | Fair | Fair | Satisfactory | 18500 | 80.2 |