PULASKI RD over I-290 IKE & CTA
Map
Coordinates:
+41.87400, -87.7253041°52'26" N, 87°43'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | PULASKI RD over I-290 IKE & CTA |
Structure number: | 016073800000000 |
Old structure number: | 000016073804368 (from 1992 edition) |
Location: | 2.7 M W US 34 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 204.1 ft. [62.2 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 1991 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,400 [as of 2010] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 72.7 tons [66.1 metric tons] |
Inventory rating: | 38.2 tons [34.7 metric tons] |
Sufficiency rating: | 75.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,207,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 75.0 | Fair | Good | Satisfactory | Satisfactory | FO | 17400 |
September 2014 | 75.0 | Fair | Good | Satisfactory | Satisfactory | FO | 17400 |
September 2012 | 57.0 | Fair | Good | Satisfactory | Satisfactory | FO | 17400 |
September 2010 | 77.0 | Fair | Good | Satisfactory | Satisfactory | FO | 17400 |
October 2008 | 77.0 | Fair | Good | Satisfactory | Good | FO | 18100 |
October 2006 | 77.0 | Fair | Good | Satisfactory | Good | FO | 18100 |
February 2005 | 77.0 | Fair | Good | Satisfactory | Good | FO | 26200 |
June 2003 | 77.0 | Fair | Good | Satisfactory | Good | FO | 26200 |
November 2001 | 77.0 | Good | Good | Good | Good | FO | 26200 |
March 2000 | 77.0 | Fair | Good | Satisfactory | Good | FO | 26200 |
April 1998 | 77.0 | Fair | Very Good | Satisfactory | Very Good | - | 26200 |
August 1997 | 77.0 | Fair | Very Good | Satisfactory | Very Good | - | 15200 |
October 1996 | 77.0 | Good | Very Good | Good | Very Good | - | 15200 |
August 1994 | 77.0 | Good | Very Good | Good | Very Good | - | 15200 |
November 1993 | 77.0 | Good | Very Good | Good | Very Good | - | 27800 |
April 1992 | 77.0 | Good | Excellent | Good | Very Good | - | 27800 |
September 1991 | 77.0 | Good | Excellent | Good | Very Good | - | 27800 |