SR 104 over OVER SIXTH ST.
Map
Coordinates:
+39.91477, -82.9897639°54'53" N, 82°59'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 104 over OVER SIXTH ST. |
Structure number: | 2508796 |
Location: | 0.32 MI E OF US23 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 52.5 ft. [16.0 m] |
Total length: | 141.1 ft. [43.0 m] |
Roadway width between curbs: | 90.6 ft. [27.6 m] |
Deck width edge-to-edge: | 94.5 ft. [28.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 41,173 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Very Good | Very Good | 41173 | 83.0 |
September 2016 | Fair | Satisfactory | Very Good | Very Good | 41173 | 83.0 |
August 2015 | Fair | Satisfactory | Very Good | Very Good | 41890 | 83.0 |
August 2014 | Fair | Satisfactory | Good | Very Good | 41890 | 83.0 |
June 2013 | Fair | Satisfactory | Good | Very Good | 41890 | 83.0 |
August 2012 | Fair | Satisfactory | Good | Very Good | 41890 | 83.0 |
August 2011 | Fair | Satisfactory | Good | Very Good | 41890 | 83.0 |
October 2010 | Fair | Satisfactory | Good | Very Good | 45440 | 83.0 |
September 2009 | Fair | Satisfactory | Good | Very Good | 45440 | 83.0 |
April 2008 | Fair | Fair | Good | Very Good | 45440 | 82.0 |
September 2007 | Fair | Satisfactory | Good | Very Good | 45440 | 83.0 |
July 2006 | Fair | Satisfactory | Good | Good | 43330 | 83.0 |
October 2005 | Fair | Satisfactory | Good | Good | 43330 | 83.0 |
September 2004 | Fair | Satisfactory | Good | Good | 43330 | 83.0 |
September 2003 | Fair | Fair | Good | Good | 43110 | 82.0 |
September 2002 | Fair | Satisfactory | Good | Good | 41570 | 83.0 |
July 2000 | Good | Good | Good | Good | 41570 | 83.0 |
August 1999 | Good | Good | Good | Good | 41570 | 83.0 |
July 1998 | Good | Good | Good | Good | 41570 | 83.0 |
June 1996 | Good | Good | Good | Good | 30120 | 83.5 |
September 1995 | Good | Good | Good | Good | 30120 | 84.1 |
August 1994 | Fair | Satisfactory | Good | Good | 30120 | 84.1 |
June 1992 | Fair | Good | Satisfactory | Satisfactory | 30120 | 84.1 |
June 1991 | Fair | Good | Satisfactory | Satisfactory | 30120 | 84.1 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,833 | 1,833 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18,094 | 18,094 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,326 | 11,584 | 1,742 | 0 | 0 |
Wearing Surfaces | sq. ft. | 12,761 | 12,761 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 194 | 192 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 387 | 387 | 0 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 189 | 189 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 52 | 49 | 1 | 1 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 282 | 282 | 0 | 0 | 0 |