MILL STREET over I-70, RAILROAD YARD
Map
Coordinates:
+39.09021, -94.6306739°05'25" N, 94°37'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILL STREET over I-70, RAILROAD YARD |
Structure number: | 514301050000143 |
Location: | MILL STREET VIADUCT |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 108.9 ft. [33.2 m] |
Total length: | 1466.0 ft. [446.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
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: | 11 |
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: April 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,824 [as of 1992] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 54.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $15,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Poor | Poor | Fair | Fair | 5824 | 54.4 |
April 2015 | Poor | Poor | Fair | Poor | 5824 | 39.8 |
June 2013 | Poor | Poor | Fair | Poor | 5824 | 39.8 |
March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 5824 | 67.7 |
March 2009 | Fair | Satisfactory | Good | Satisfactory | 5824 | 67.7 |
April 2007 | Fair | Satisfactory | Good | Satisfactory | 5824 | 67.7 |
March 2005 | Fair | Satisfactory | Good | Satisfactory | 5824 | 69.7 |
October 2001 | Fair | Satisfactory | Good | Satisfactory | 5824 | 69.7 |
October 1999 | Fair | Satisfactory | Good | Satisfactory | 5824 | 69.4 |
August 1997 | Fair | Satisfactory | Good | Satisfactory | 5824 | 69.7 |
November 1995 | Fair | Satisfactory | Good | Satisfactory | 5824 | 67.5 |
November 1993 | Fair | Fair | Good | Satisfactory | 5824 | 66.5 |
September 1991 | Fair | Fair | Good | Satisfactory | 2080 | 68.0 |