US 42 over OVER US-33
Map
Coordinates:
+40.16086, -83.2318940°09'39" N, 83°13'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 42 over OVER US-33 |
Structure number: | 8002371 |
Location: | 0.4 MI N. OF OLD US 33 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 236.9 ft. [72.2 m] |
Roadway width between curbs: | 71.9 ft. [21.9 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,094 [as of 2015] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Very Good | 9094 | 95.0 |
May 2017 | Fair | Satisfactory | Good | Good | 9094 | 95.0 |
June 2016 | Fair | Satisfactory | Good | Good | 9094 | 95.0 |
May 2015 | Fair | Satisfactory | Very Good | Good | 9170 | 95.0 |
May 2014 | Fair | Satisfactory | Very Good | Good | 9170 | 95.0 |
April 2013 | Fair | Satisfactory | Very Good | Good | 9170 | 95.0 |
April 2012 | Fair | Satisfactory | Very Good | Good | 7900 | 93.0 |
May 2011 | Fair | Satisfactory | Very Good | Good | 7900 | 93.0 |
May 2010 | Fair | Satisfactory | Very Good | Good | 7900 | 93.0 |
June 2009 | Fair | Satisfactory | Very Good | Good | 7900 | 93.0 |
July 2008 | Fair | Satisfactory | Very Good | Good | 43020 | 93.0 |
November 2007 | Good | Good | Very Good | Good | 43020 | 93.0 |
July 2006 | Good | Good | Very Good | Good | 43020 | 93.0 |
May 2005 | Good | Good | Very Good | Good | 7660 | 93.0 |
April 2004 | Good | Good | Very Good | Good | 7570 | 93.0 |
April 2003 | Good | Good | Very Good | Good | 7570 | 93.0 |
April 2002 | Good | Good | Very Good | Good | 10390 | 93.0 |
November 2000 | Good | Good | Very Good | Good | 10390 | 95.0 |
April 1999 | Good | Good | Good | Good | 6470 | 95.0 |
April 1998 | Good | Good | Good | Good | 6470 | 95.0 |
April 1996 | Good | Excellent | Very Good | Very Good | 6470 | 95.0 |
June 1995 | Good | Excellent | Very Good | Very Good | 5677 | 95.0 |
May 1994 | Good | Excellent | Very Good | Very Good | 5677 | 95.0 |
May 1993 | Good | Good | Good | Good | 5677 | 95.0 |
April 1992 | Fair | Good | Good | Satisfactory | 5677 | 95.0 |
April 1991 | Fair | Good | Good | Satisfactory | 5677 | 95.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,370 | 2,370 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,370 | 2,370 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,012 | 18,008 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 17,064 | 17,064 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 230 | 230 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 154 | 154 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 230 | 230 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 144 | 144 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 50 | 50 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 474 | 474 | 0 | 0 | 0 |