RMP US52E-SALEM RD over US52
Map
Coordinates:
+39.08277, -84.4199639°04'58" N, 84°25'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RMP US52E-SALEM RD over US52 |
Structure number: | 3105776 |
Location: | .3 MI E OF LITTLE MIAMI R |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 180.8 ft. [55.1 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 52° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,990 [as of 1980] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
June 2017 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
August 2015 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
October 2014 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
December 2012 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
November 2011 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
July 2010 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
July 2009 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
October 2008 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
November 2007 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
September 2006 | Fair | Satisfactory | Satisfactory | Good | 3990 | 93.0 |
July 2005 | Good | Good | Good | Good | 3990 | 93.0 |
February 2005 | Good | Good | Good | Good | 3990 | 93.0 |
December 2003 | Good | Good | Good | Good | 3990 | 93.0 |
December 2002 | Good | Good | Good | Good | 3990 | 93.0 |
November 2001 | Good | Good | Good | Good | 3990 | 93.0 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 3990 | 98.0 |
October 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 3990 | 98.0 |
June 1998 | Fair | Fair | Satisfactory | Fair | 3990 | 87.0 |
January 1997 | Fair | Fair | Fair | Fair | 3990 | 87.0 |
May 1996 | Fair | Fair | Fair | Fair | 3990 | 87.0 |
December 1994 | Poor | Fair | Poor | Fair | 3990 | 70.0 |
December 1992 | Poor | Satisfactory | Poor | Fair | 3990 | 71.0 |
October 1991 | Poor | Satisfactory | Poor | Fair | 3990 | 71.0 |
February 1991 | Poor | Fair | Poor | Good | 3990 | 70.0 |
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. | 720 | 684 | 24 | 12 | 0 |
Steel Protective Coating | sq. ft. | 720 | 680 | 21 | 19 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,764 | 3,507 | 1,097 | 160 | 0 |
Wearing Surfaces | sq. ft. | 3,618 | 3,483 | 135 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 86 | 86 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 86 | 69 | 17 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 86 | 72 | 11 | 3 | 0 |
Joints |
Strip Seal Joint | linear ft. | 104 | 10 | 77 | 17 | 0 |
Bearings |
Movable Bearing | each | 16 | 8 | 4 | 4 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 362 | 337 | 23 | 2 | 0 |